With the results available for the above STAAD files, the summary of forces in pile for Ultimate Limit State (ULS)
SUMMARY OF FORCES FOR PILES IN GRID "C" FOR ULS CONDITION AT TOP FOR FORCES ACTING IN NEGATIVE "Z" DIRECTION:
STAAD FILE NAME Total ULS Forces
MEMBER LOAD JT
Main Jetty_Unit 2_Neg Z_Pile1
Main Jetty_Unit 2_Neg Z_Pile2
AXIAL
SHEAR-Y SHEAR-Z MOM-Y
MOM-Z
AXIAL SHEAR-Y SHEAR-Z MOM-Y MOM-Z
AXIAL
SHEAR-Y SHEAR-Z MOM-Y
MOM-Z
SHEAR-R MOM-R
10.14 -101.15 -1576.53 -99.75
Main Jetty_Unit 2_Neg Z_Pile Moment_ULS_R1 / GC_NZ_ULS_T Sheet No.: 40
11.03 -112.75 -1494.74 -99.75
12.31 -129.76 -1493.38 -99.75
11.40 -117.72 -1384.61 -99.75
11.99 -125.62 -1385.45 -99.75
10.14 -100.84 -1455.42 -99.75
10.94 -111.46 -1471.48 -99.75
11.62 -120.49 -1453.87 -99.75
11.06 -113.08 -1352.73 -99.75
11.54 -119.46 -1362.01 -99.75
Main Jetty_Unit 2_Neg Z_Pile Moment_ULS_R1 / GC_NZ_ULS_T Sheet No.: 41
10.94 -111.46 -1485.12 -99.75
11.45 -118.21 -1466.22 -99.75
10.98 -111.95 -1373.33 -99.75
11.46 -118.40 -1350.89 -99.75
Main Jetty_Unit 2_Neg Z_Pile Moment_ULS_R1 / GC_NZ_ULS_T Sheet No.: 42
Main Jetty_Unit 2_Neg Z_Pile Moment_ULS_R1 / GC_NZ_ULS_T Sheet No.: 43
Maximum ULS Vertical Load, P u, max =
243.30 kN Maximum ULS Moment, M u, max =
8097.25 kN
Minimum ULS Vertical Load, P u, min =
1380.26 kN
Maximum ULS Shear Force, V u, max =
2469.35 kNm
Main Jetty_Unit 2_Neg Z_Pile Moment_ULS_R1 / GC_NZ_ULS_T Sheet No.: 44
SUMMARY OF FORCES FOR PILES IN GRID "C" FOR ULS CONDITION AT FIXITY LEVEL FOR FORCES ACTING IN NEGATIVE "Z" DIRECTION: STAAD FILE NAME
MEMBER LOAD JT
Total ULS Forces
Main Jetty_Unit 2_Neg Z_Pile1
Main Jetty_Unit 2_Neg Z_Pile2
AXIAL
SHEAR-Y SHEAR-Z MOM-Y MOM-Z AXIAL SHEAR-Y SHEAR-Z
SHEAR-Y SHEAR-Z MOM-Y MOM-Z SHEAR-R MOM-R
Main Jetty_Unit 2_Neg Z_Pile Moment_ULS_R1 / GC_NZ_ULS_B Sheet No.: 45
Main Jetty_Unit 2_Neg Z_Pile Moment_ULS_R1 / GC_NZ_ULS_B Sheet No.: 46
Main Jetty_Unit 2_Neg Z_Pile Moment_ULS_R1 / GC_NZ_ULS_B Sheet No.: 47
Main Jetty_Unit 2_Neg Z_Pile Moment_ULS_R1 / GC_NZ_ULS_B Sheet No.: 48
Maximum ULS Vertical Load, P u, max =
269.81 kN Maximum ULS Moment, M u, max =
8539.50 kN
Minimum ULS Vertical Load, P u, min =
2185.57 kN
Maximum ULS Shear Force, V u, max =
2822.91 kNm
Main Jetty_Unit 2_Neg Z_Pile Moment_ULS_R1 / GC_NZ_ULS_B Sheet No.: 49
SUMMARY OF FORCES FOR PILES IN GRID "D" FOR ULS CONDITION AT TOP FOR FORCES ACTING IN NEGATIVE "Z" DIRECTION:
STAAD FILE NAME Total ULS Forces
MEMBER LOAD JT
Main Jetty_Unit 2_Neg Z_Pile1
Main Jetty_Unit 2_Neg Z_Pile2
AXIAL
SHEAR-Y SHEAR-Z MOM-Y
MOM-Z
AXIAL SHEAR-Y SHEAR-Z MOM-Y MOM-Z
AXIAL
SHEAR-Y SHEAR-Z MOM-Y
MOM-Z
SHEAR-R MOM-R
Main Jetty_Unit 2_Neg Z_Pile Moment_ULS_R1 / GD_NZ_ULS_T Sheet No.: 50
Main Jetty_Unit 2_Neg Z_Pile Moment_ULS_R1 / GD_NZ_ULS_T Sheet No.: 51
Main Jetty_Unit 2_Neg Z_Pile Moment_ULS_R1 / GD_NZ_ULS_T Sheet No.: 52
Main Jetty_Unit 2_Neg Z_Pile Moment_ULS_R1 / GD_NZ_ULS_T Sheet No.: 53
Maximum ULS Vertical Load, P u, max =
431.34 kN Maximum ULS Moment, M u, max =
4634.12 kN
Minimum ULS Vertical Load, P u, min =
1472.60 kN
Maximum ULS Shear Force, V u, max =
3581.65 kNm
Main Jetty_Unit 2_Neg Z_Pile Moment_ULS_R1 / GD_NZ_ULS_T Sheet No.: 54
SUMMARY OF FORCES FOR PILES IN GRID "D" FOR ULS CONDITION AT FIXITY LEVEL FOR FORCES ACTING IN NEGATIVE "Z" DIRECTION:
STAAD FILE NAME Total ULS Forces
MEMBER LOAD JT
Main Jetty_Unit 2_Neg Z_Pile1
Main Jetty_Unit 2_Neg Z_Pile2
AXIAL
SHEAR-Y SHEAR-Z MOM-Y
MOM-Z
AXIAL
SHEAR-Y SHEAR-Z MOM-Y MOM-Z
AXIAL
SHEAR-Y SHEAR-Z MOM-Y
MOM-Z
SHEAR-R MOM-R
26.68 151.23 -2421.36 -399.27
27.78 157.81 -2423.37 -399.27
26.96 152.95 -2258.34 -399.27
27.41 155.59 -2259.30 -399.27
20.96 117.10 -2358.22 -399.27
21.78 122.03 -2359.73 -399.27
21.17 118.39 -2238.24 -399.27
21.51 120.37 -2238.96 -399.27
Main Jetty_Unit 2_Neg Z_Pile Moment_ULS_R1 / GD_NZ_ULS_B Sheet No.: 55
31.44 179.69 -2450.98 -399.27
37.33 214.82 -2451.50 -399.27
33.33 190.92 -2283.47 -399.27
36.07 207.30 -2283.87 -399.27
24.60 138.81 -2392.77 -399.27
29.01 165.16 -2393.15 -399.27
26.01 147.23 -2269.47 -399.27
28.06 159.51 -2269.77 -399.27
30.24 172.51 -2445.73 -399.27
33.33 190.97 -2445.04 -399.27
30.87 176.25 -2277.85 -399.27
33.05 189.27 -2277.76 -399.27
23.69 133.38 -2388.78 -399.27
26.01 147.23 -2388.26 -399.27
24.16 136.20 -2265.19 -399.27
25.79 145.96 -2265.13 -399.27
Main Jetty_Unit 2_Neg Z_Pile Moment_ULS_R1 / GD_NZ_ULS_B Sheet No.: 56
29.73 169.47 -2444.93 -399.27
32.04 183.27 -2444.71 -399.27
29.95 170.78 -2277.76 -399.27
32.18 184.07 -2277.56 -399.27
23.30 131.08 -2387.77 -399.27
25.03 141.43 -2387.60 -399.27
23.47 132.07 -2264.71 -399.27
25.14 142.03 -2264.56 -399.27
Main Jetty_Unit 2_Neg Z_Pile Moment_ULS_R1 / GD_NZ_ULS_B Sheet No.: 57
Main Jetty_Unit 2_Neg Z_Pile Moment_ULS_R1 / GD_NZ_ULS_B Sheet No.: 58
Maximum ULS Vertical Load, P u, max =
453.04 kN Maximum ULS Moment, M u, max =
4974.83 kN
Minimum ULS Vertical Load, P u, min =
1677.02 kN
Maximum ULS Shear Force, V u, max =
3997.57 kNm
Main Jetty_Unit 2_Neg Z_Pile Moment_ULS_R1 / GD_NZ_ULS_B Sheet No.: 59
SUMMARY OF FORCES FOR PILES IN GRID "A" FOR SLS CONDITION AT TOP FOR FORCES ACTING IN NEGATIVE "Z" DIRECTION: STAAD FILE NAME
MEMBER LOAD JT Main Jetty_Unit 2_Neg
Main Jetty_Unit 2_Neg
Main Jetty_Unit 2_Neg
Main Jetty_Unit 2_Neg
Total SLS Forces with Temperature Rise
Total SLS Forces with Temperature Fall
Z_Pile1
Z_Pile2
Z_Pile3 (Temp. Rise)
Z_Pile3 (Temp. Fall)
AXIAL
MOM-Y MOM-Z
AXIAL MOM-Y MOM-Z AXIAL MOM-Y MOM-Z
AXIAL MOM-Y MOM-Z
AXIAL
MOM-Y MOM-Z
MOM-R
AXIAL
MOM-Y MOM-Z
502 301 230 4281.77 151.11 -182.32 -198.77 848.83
30.23 -180.46 -198.77 848.83
95.63 -132.76 -198.77 848.83
Main Jetty_Unit 2_Neg Z_Pile Moment_SLS_R1 / G A_NZ_SLS_T Sheet No.: 60
192.92 -139.58 161.60 -450.13
192.92 -139.58 161.60 -450.13
192.92 -139.58 161.60 -450.13
192.92 -139.58 161.60 -450.13
Maximum Vertical Load, P max =
4083.00 kN
Minimum Vertical Load, P min =
718.11 kN
Maximum Moment, M u, max =
1157.40 kNm
Main Jetty_Unit 2_Neg Z_Pile Moment_SLS_R1 / G A_NZ_SLS_T Sheet No.: 61
SUMMARY OF FORCES FOR PILES IN GRID "A" FOR SLS CONDITION AT FIXITY LEVEL FOR FORCES ACTING IN NEGATIVE "Z" DIRECTION:
STAAD FILE NAME
MEMBER LOAD
JT Main Jetty_Unit 2_Neg Z_Pile1 Total SLS Forces with Temperature Fall Main Jetty_Unit 2_Neg Main Jetty_Unit 2_Neg Main Jetty_Unit 2_Neg
Total SLS Forces with Temperature Rise
Z_Pile2
Z_Pile3 (Temp. Rise)
Z_Pile3 (Temp. Fall)
AXIAL
MOM-Y MOM-Z
AXIAL MOM-Y MOM-Z AXIAL MOM-Y
MOM-Z AXIAL MOM-Y MOM-Z
MOM-Y MOM-Z
Main Jetty_Unit 2_Neg Z_Pile Moment_SLS_R1 / GA_NZ_SLS_B Sheet No.: 62
Maximum Vertical Load, P max =
4478.87 kN
Minimum Vertical Load, P min =
1113.98 kN
Maximum Moment, M max =
1252.61 kNm
Main Jetty_Unit 2_Neg Z_Pile Moment_SLS_R1 / GA_NZ_SLS_B Sheet No.: 63
SUMMARY OF FORCES FOR PILES IN GRID "B" FOR SLS CONDITION AT TOP FOR FORCES ACTING IN NEGATIVE "Z" DIRECTION:
STAAD FILE NAME
MEMBER LOAD JT Main Jetty_Unit 2_Neg
Main Jetty_Unit 2_Neg
Main Jetty_Unit 2_Neg
Main Jetty_Unit 2_Neg
Total SLS Forces with Temperature Rise
Total SLS Forces with Temperature Fall
Z_Pile1
Z_Pile2
Z_Pile3 (Temp. Rise)
Z_Pile3 (Temp. Fall)
AXIAL
MOM-Y MOM-Z
AXIAL MOM-Y MOM-Z AXIAL
MOM-Y MOM-Z
MOM-Y MOM-Z
Main Jetty_Unit 2_Neg Z_Pile Moment_SLS_R1 / GB_NZ_SLS_T Sheet No.: 64
Maximum Vertical Load, P max =
3098.33 kN
Minimum Vertical Load, P min =
1375.26 kN
Maximum Moment, M max =
1219.85 kNm
Main Jetty_Unit 2_Neg Z_Pile Moment_SLS_R1 / GB_NZ_SLS_T Sheet No.: 65
SUMMARY OF FORCES FOR PILES IN GRID "B" FOR SLS CONDITION AT FIXITY LEVEL FOR FORCES ACTING IN NEGATIVE "Z" DIRECTION:
STAAD FILE NAME
MEMBER LOAD JT Main Jetty_Unit 2_Neg
Main Jetty_Unit 2_Neg
Main Jetty_Unit 2_Neg
Main Jetty_Unit 2_Neg
Total SLS Forces with Temperature Rise
Total SLS Forces with Temperature Fall
Z_Pile1
Z_Pile2
Z_Pile3 (Temp. Rise)
Z_Pile3 (Temp. Fall)
AXIAL
MOM-Y MOM-Z AXIAL MOM-Y MOM-Z AXIAL MOM-Y
MOM-Z AXIAL MOM-Y MOM-Z
MOM-Y MOM-Z
Main Jetty_Unit 2_Neg Z_Pile Moment_SLS_R1 / GB_NZ_SLS_B Sheet No.: 66
Maximum Vertical Load, P max =
3436.46 kN
Minimum Vertical Load, P min =
1713.40 kN
Maximum Moment, M max =
1343.79 kNm
Main Jetty_Unit 2_Neg Z_Pile Moment_SLS_R1 / GB_NZ_SLS_B Sheet No.: 67
SUMMARY OF FORCES FOR PILES IN GRID "C" FOR SLS CONDITION AT TOP FOR FORCES ACTING IN NEGATIVE "Z" DIRECTION:
STAAD FILE NAME
MEMBER LOAD JT Main Jetty_Unit 2_Neg
Main Jetty_Unit 2_Neg
Main Jetty_Unit 2_Neg
Main Jetty_Unit 2_Neg
Total SLS Forces with Temperature Rise
Total SLS Forces with Temperature Fall
Z_Pile1
Z_Pile2
Z_Pile3 (Temp. Rise)
Z_Pile3 (Temp. Fall)
MOM-Y MOM-Z AXIAL
MOM-Y MOM-Z
MOM-Y MOM-Z
Main Jetty_Unit 2_Neg Z_Pile Moment_SLS_R1 / GC_NZ_SLS_T Sheet No.: 68
MaximumVertical Load, Pmax =
5498.12 kN
Minimum Vertical Load, Pmin =
1934.42 kN
Maximum Moment, Mmax =
1425.66 kNm
Main Jetty_Unit 2_Neg Z_Pile Moment_SLS_R1 / GC_NZ_SLS_T Sheet No.: 69
SUMMARY OF FORCES FOR PILES IN GRID "C" FOR SLS CONDITION AT FIXITY LEVEL FOR FORCES ACTING IN NEGATIVE "Z" DIRECTION:
STAAD FILE NAME
MEMBER LOAD
JT Main Jetty_Unit 2_Neg Z_Pile1 Total SLS Forces with Temperature Fall Main Jetty_Unit 2_Neg Main Jetty_Unit 2_Neg Main Jetty_Unit 2_Neg
Total SLS Forces with Temperature Rise
Z_Pile2
Z_Pile3 (Temp. Rise)
Z_Pile3 (Temp. Fall)
AXIAL
MOM-Y MOM-Z AXIAL MOM-Y MOM-Z AXIAL
MOM-Y MOM-Z
AXIAL MOM-Y MOM-Z
MOM-Y MOM-Z
Main Jetty_Unit 2_Neg Z_Pile Moment_SLS_R1 / GC_NZ_SLS_B Sheet No.: 70
Maximum Vertical Load, P max =
5792.95 kN
Minimum Vertical Load, P min =
2229.26 kN
Maximum Moment, M max =
1666.14 kNm
Main Jetty_Unit 2_Neg Z_Pile Moment_SLS_R1 / GC_NZ_SLS_B Sheet No.: 71
SUMMARY OF FORCES FOR PILES IN GRID "D" FOR SLS CONDITION AT TOP FOR FORCES ACTING IN NEGATIVE "Z" DIRECTION:
STAAD FILE NAME
MEMBER LOAD JT Main Jetty_Unit 2_Neg
Main Jetty_Unit 2_Neg
Main Jetty_Unit 2_Neg
Main Jetty_Unit 2_Neg
Total SLS Forces with Temperature Rise
Total SLS Forces with Temperature Fall
Z_Pile1
Z_Pile2
Z_Pile3 (Temp. Rise)
Z_Pile3 (Temp. Fall)
AXIAL
MOM-Y MOM-Z AXIAL
MOM-Y MOM-Z AXIAL
MOM-Y MOM-Z
AXIAL
MOM-Y MOM-Z
AXIAL
MOM-Y MOM-Z
MOM-R
AXIAL
MOM-Y MOM-Z
Main Jetty_Unit 2_Neg Z_Pile Moment_SLS_R1 / GD_NZ_SLS_T Sheet No.: 72
Maximum Vertical Load, P max =
3167.30 kN
Minimum Vertical Load, P min =
1608.14 kN
Maximum Moment, M max =
2273.02 kNm
Main Jetty_Unit 2_Neg Z_Pile Moment_SLS_R1 / GD_NZ_SLS_T Sheet No.: 73
SUMMARY OF FORCES FOR PILES IN GRID "D" FOR SLS CONDITION AT FIXITY LEVEL FOR FORCES ACTING IN NEGATIVE "Z" DIRECTION:
STAAD FILE NAME
MEMBER LOAD JT Main Jetty_Unit 2_Neg
Main Jetty_Unit 2_Neg
Main Jetty_Unit 2_Neg
Main Jetty_Unit 2_Neg Z_Pile3
Total SLS Forces with Temperature Rise
Total SLS Forces with Temperature Fall
Z_Pile1
Z_Pile2
Z_Pile3 (Temp. Rise)
(Temp. Fall)
AXIAL
MOM-Y MOM-Z
AXIAL
MOM-Y MOM-Z AXIAL MOM-Y
MOM-Y MOM-Z
MOM-R
AXIAL
MOM-Y MOM-Z
Main Jetty_Unit 2_Neg Z_Pile Moment_SLS_R1 / GD_NZ_SLS_B Sheet No.: 74
Maximum Vertical Load, P max =
3394.44 kN
Minimum Vertical Load, P min =
1835.28 kN
Maximum Moment, M max =
2385.69 kNm
Main Jetty_Unit 2_Neg Z_Pile Moment_SLS_R1 / GD_NZ_SLS_B Sheet No.: 75
SUMMRY OF VERTICAL LOAD ON PILE AT FIXITY LEVEL IN GRID "A" FOR FORCES ACTING IN NEGATIVE "Z" DIRECTION:
-198.77 -198.77 -198.77
0.00
JT
STAAD FILE NAME
LOAD Main Jetty_Unit 2_Neg Z_Pile1
2160.85
Main Jetty_Unit
2_Neg Z_Pile2
-198.77
Total SLS Reaction with Temperature Fall
Main Jetty_Unit 2_Neg
Z_Pile3 (Temp. Rise)
Main Jetty_Unit 2_Neg
Z_Pile3 (Temp. Fall)
Total SLS Reaction with Temperature Rise
2158.30 1765.90 1999.25 1842.30 4677.64 2800.45 4290.99 3409.56 4571.44 2694.43 4184.83 3303.48 3156.11 2093.21 3058.79 2319.98 3122.05 2059.19 3024.74 2285.95
2581.24 1843.41 2639.61 1926.77 2585.40 1847.57 2643.77 1930.93
-198.77 -198.77 -198.77 -198.77 -198.77 -198.77 -198.77 -198.77 -198.77 -198.77 -198.77 -198.77 -198.77 -198.77 -198.77 -198.77 -198.77 -198.77 -198.77 -198.77
-198.77 -198.77 -198.77 -198.77 -198.77 -198.77 -198.77 -198.77
0.00 -125.49 -125.49 -125.49 -125.49
0.00 -0.39 -0.39 -0.39 -0.39
0.00 -25.00 -25.00 -25.00 -25.00
0.00 -29.09 -29.09 -29.09 -29.09
CDC Consulting Design Engg. Centre (P) Ltd.
Maximum Reaction on Pile, P max = 4478.87 kN
CDC Consulting Design Engg. Centre (P) Ltd.
SUMMRY OF VERTICAL LOAD ON PILE AT FIXITY LEVEL IN GRID "B" FOR FORCES ACTING IN NEGATIVE "Z" DIRECTION:
Total SLS Forces with Temperature
Fall
Main Jetty_Unit 2_Neg
Z_Pile3 (Temp. Rise)
Main Jetty_Unit 2_Neg
Z_Pile3 (Temp. Fall)
Total SLS Reaction with Temperature Rise
STAAD FILE NAME
LOAD Main Jetty_Unit 2_Neg Z_Pile1
Main Jetty_Unit
2_Neg Z_Pile2
-0.90 -0.90 -0.90 -0.90 -0.90 -0.90 -0.90 -0.90 -0.90
-0.90 -0.90 -0.90 -0.90 -0.90 -0.90 -0.90 -0.90 -0.90 -0.90 -0.90 -0.90 -0.90
-0.90 -0.90 -0.90
-0.90 -0.90 -0.90 -0.90
0.00 -23.65 -23.65 -23.65 -23.65
0.00 -8.41 -8.41 -8.41 -8.41
0.00 -7.97 -7.97 -7.97 -7.97
-94.10 -94.10 -94.10
CDC Consulting Design Engg. Centre (P) Ltd.
Maximum Reaction on Pile, P max = 3436.46 kN
CDC Consulting Design Engg. Centre (P) Ltd.
SUMMRY OF VERTICAL LOAD ON PILE AT FIXITY LEVEL IN GRID "C" FOR FORCES ACTING IN NEGATIVE "Z" DIRECTION:
Main Jetty_Unit 2_Neg Z_Pile1
JT
STAAD FILE NAME
LOAD
Main Jetty_Unit
2_Neg Z_Pile2
-66.52 -66.52
Total SLS Reaction with Temperature Fall
Main Jetty_Unit 2_Neg
Z_Pile3 (Temp. Rise)
Main Jetty_Unit 2_Neg
Z_Pile3 (Temp. Fall)
Total SLS Reaction with Temperature Rise
-66.52 -66.52 -66.52 -66.52 -66.52 -66.52 -66.52 -66.52 -66.52 -66.52 -66.52 -66.52 -66.52 -66.52 -66.52 -66.52 -66.52 -66.52 -66.52 -66.52 -66.52 -66.52 -66.52 -66.52 -66.52 -66.52 -66.52 -66.52 -66.52
CDC Consulting Design Engg. Centre (P) Ltd.
Maximum Reaction on Pile, P max =
5792.95 kN
CDC Consulting Design Engg. Centre (P) Ltd.
SUMMRY OF VERTICAL LOAD ON PILE AT FIXITY LEVEL IN GRID "D" FOR FORCES ACTING IN NEGATIVE "Z" DIRECTION:
Total SLS Reaction with Temperature Fall
Main Jetty_Unit 2_Neg
Z_Pile3 (Temp. Rise)
Main Jetty_Unit 2_Neg
Z_Pile3 (Temp. Fall)
Total SLS Reaction with Temperature Rise
JT
STAAD FILE NAME
LOAD Main Jetty_Unit 2_Neg Z_Pile1
Main Jetty_Unit
2_Neg Z_Pile2
CDC Consulting Design Engg. Centre (P) Ltd.
Maximum Reaction on Pile, P max =
3394.44 kN
CDC Consulting Design Engg. Centre (P) Ltd.
LOAD CALCULATION FOR THREE DIMENSIONAL FRAME ANALYSIS IN POSITIVE "Z" DIRECTION:
This calculation shall be read in conjunction with the General Arrangement Drawing and the three dimensional model configuration for STAAD analysis, presented ialongwith this design note.
The loads considered for analysis of the structure in Positive Z direction (for direction of three axes, refer to the STAAD model enclosed) are presented below.
Load Case-1:
Dead Load ** (DL)
This is same as Load Case-1 of analysis in Negative "Z" direction. Load Case-2: 2 Uniformly Distributed Live Load of 30 kN/m ** (LL)
This is same as Load Case-2 of analysis in Negative "Z" direction.
Load Case-3:
Active Earth Pressure**(AEP_TP)
(i) Active earth pressure on end longitudinal beam:
Properties of backfill material behind end longitudinal beam: =
18.000 kN/m ι =
40 degrees
22.5 degrees
dry
0.184 Exposed height of end longitudinal beam, h
0 degrees
Coefficient of active earth pressure, K a =
= 3.675 m
Earth pressure at base of beam = 0.184 x 18.000 x 3.675 = 2 12.172 kN/m Horizontal force in Member Numbers 67 to 86 =
0.5 x 12.172 x 3.675 =
22.365 kN/m
(ii) Active earth pressure on fourth pile from jetty face:
Properties of rockfill material behind piles: φ =
10.000 kN/m 3 ι =
45 degrees
22.5 degrees
γ sub =
0.227 Rock top level =
33.7 degrees
Coefficient of active earth pressure, K a =
1.125 m
Virtual soil level =
-8.125 m
Height of pile for calculating earth pressure, h = [ 1.125 - ( -8.125 )] =
9.250 m
Diameter of pile =
1.300 m
On Member Numbers 558 to 576:
= 0.000 kN/m Earth pressure at -8.125 m level = 0.227 x 10.000 x 9.250 x 1.300
Earth pressure at 1.125 m level
= 27.297 kN/m
(iii) Active earth pressure on third pile from jetty face:
Rock top level =
-5.705 m
Virtual soil level =
-11.525 m
Height of pile for calculating earth pressure, h = [ -5.705 - ( -11.525 )] =
5.820 m
Diameter of pile =
1.300 m
On Member Numbers 539 to 557:
= 0.000 kN/m Earth pressure at -11.525 m level = 0.227 x 10.000 x 5.820 x 1.300
Earth pressure at -5.705 m level
= 17.175 kN/m
Pile Design_R1 / Pos Z Loads CDC Consulting Design Engg. Centre (P) Ltd.
(iv) Active earth pressure on second pile from jetty face:
Rock top level =
-10.050 m
Virtual soil level =
-13.700 m
Height of pile for calculating earth pressure, h = [ -10.050 - ( -13.700 )] =
3.650 m
Diameter of pile =
1.300 m
On Member Numbers 520 to 538:
= 0.000 kN/m Earth pressure at -13.700 m level = 0.227 x 10.000 x 3.650 x 1.300
Earth pressure at -10.050 m level
= 10.771 kN/m
(v) Active earth pressure on first pile from jetty face:
Rock top level =
-14.375 m
Virtual soil level =
-15.350 m
Height of pile for calculating earth pressure, h = [ -14.375 - ( -15.350 )] =
0.975 m
Diameter of pile =
1.300 m
On Member Numbers 501 to 519:
= 0.000 kN/m Earth pressure at -15.350 m level = 0.227 x 10.000 x 0.975 x 1.300
Earth pressure at -14.375 m level
= 2.877 kN/m
Load Case-4:
Surcharge Pressure**(SEP_TP)
Surcharge pressure on end longitudinal beam:
Vertical surcharge pressure = 2 15.000 kN/m (Refer Clause 5.1.7 of IS:4651 Part-III) Height of end longitudinal beam, h =
3.675 m
Horizontal pressure due to surcharge = 0.184 x 15.000 2 = 2.760 kN/m Horizontal force in Member Numbers 67 to 86 =
2.760 x 3.675 =
10.143 kN/m
Load Case-5:
Longitudinal Wave Force on Pile in Negative X Direction** (WWVF_LN)
This is same as Load Case-6 of analysis in Negative "Z" direction.
Load Case-6:
Water Current Force on Pile in Negative X Direction** (WCF_LN)
This is same as Load Case-7 of analysis in Negative "Z" direction.
Load Case-7:
Vertical Load from LPS 600 Crane for Service Condition placed on Left Side-Position-1 **(WLPSL1)
This is same as Load Case-8 of analysis in Negative "Z" direction.
Load Case-8:
Vertical Load from LPS 600 Crane for Service Condition placed on Left Side-Position-2 **(WLPSL2)
This is same as Load Case-9 of analysis in Negative "Z" direction.
Load Case-9:
Vertical Load from GHSK 3832B Crane foe Service Condition placed on Left Side-Position-1 **(WCRNL1)
This is same as Load Case-10 of analysis in Negative "Z" direction.
Load Case-10:
Vertical Load from GHSK 3832B Crane for Service Condition placed on Left Side-Position-2 **(WCRNL2)
This is same as Load Case-11 of analysis in Negative "Z" direction.
Pile Design_R1 / Pos Z Loads CDC Consulting Design Engg. Centre (P) Ltd.
Load Case-11:
Longitudinal Horizontal Load from LPS 600 Crane for Service Condition for Load Case-7 in Negative X Direction **(WLPSLHF_LN)
This is same as Load Case-12 of analysis in Negative "Z" direction.
Load Case-12:
Transverse Horizontal Load from LPS 600 Crane for Service Condition for Load Case-7 in Positive Z Direction **(WLPSLHF_TP)
This is same as Load Case-13 of analysis in Negative "Z" direction with direction of horizontal force reversed..
Load Case-13:
Mooring Pull on Left Side *(MPL_TP)
Design Mooring Pull
= 1500 kN
Angle of Bollard Pull with respect to vertical Y axis =
70 degrees
Angle of Bollard Pull with respect to horizontal X axis =
0 degrees
In Member Number 112:
Vertical force along Y axis = 1,500 x Cos 70 =
FY =
513 kN
Horizontal force along 0 degrees with respect to Z axis = 1,500 x Sin 70 = 1410 kN Horizontal force along Z axis = 1,409.539 x Cos 0 =
FZ =
1410 kN
Horizontal force along X axis = 1,409.539 x Sin 0 =
FX =
0 kN
Moment about Z axis = 0.000 x 1.425 =
MZ =
0 kNm
Moment about X axis = 1,409.539 x 1.425 =
MX =
2009 kNm
Load Case-14:
Longitudinal Storm Wave Force on Pile in Negative X Direction** (SWVF_LN) This is same as Load Case-17 of analysis in Negative "Z" direction.
Load Case-15:
Vertical Load from LPS 600 Crane for Storm Condition placed on Left Side-Position-1 **(SLPSL1)
This is same as Load Case-18 of analysis in Negative "Z" direction.
Load Case-16:
Vertical Load from LPS 600 Crane for Storm Condition placed on Left Side-Position-2 **(SLPSL2)
This is same as Load Case-19 of analysis in Negative "Z" direction.
Load Case-17:
Longitudinal Horizontal Load from LPS 600 Crane for Storm Condition for Load Case-15 in Negative X Direction **(SLPSLHF_LN)
This is same as Load Case-20 of analysis in Negative "Z" direction.
Pile Design_R1 / Pos Z Loads CDC Consulting Design Engg. Centre (P) Ltd.
Load Case-18:
Transverse Horizontal Load from LPS 600 Crane for Storm Condition for Load Case-15 in Positive Z Direction **(SLPSLHF_TP)
This is same as Load Case-21 of analysis in Negative "Z" direction with direction of horizontal force reversed.
Load Case-19:
Longitudinal Seismic on Dead Load in Negative X Direction * (EQDL_LN) This is same as Load Case-22 of analysis in Negative "Z" direction.
Load Case-20:
Longitudinal Seismic on uniformly distributrd live load in Negative X Direction * (EQLL_LN) This is same as Load Case-23 of analysis in Negative "Z" direction.
Load Case-21:
Transverse Seismic on Dead Load in Positive Z Direction * (EQDL_TP)
The horizontal seismic coefficient for transverse seismic has been obtained as 0.0403 using "DEFINE 1893 LOAD" Command of STAAD-Pro Software. The analyses has been carried out with the STAAD Files named "Lump Reaction for Jetty Unit 2.std" and "IS_1893_Jetty Unit 2.std". Accordingly, the value of Transverse Seisimic Coefficient has been considered as 0.040.
This is same as Load Case-24 of analysis in Negative "Z" direction with direction of horizontal force reversed and horizontal seismic coefficient has been considered as 0.040 in stead of 0.10 considered there.
Load Case-22:
Transverse Seismic on uniformly distributrd live load in Positive Z Direction * (EQLL_TP) This is same as Load Case-25 of analysis in Negative "Z" direction with direction of horizontal force reversed and
horizontal seismic coefficient has been considered as 0.040 in stead of 0.10 considered there.
Load Case-23:
Longitudinal Seismic on LPS 600 Crane Load on left side in Negative X Direction *
(EQLPSL_LN)
This is same as Load Case-26 of analysis in Negative "Z" direction.
Load Case-24:
Transverse Seismic on LPS 600 Crane Load on left side in Positive Z Direction *
(EQLPSL_TP)
This is same as Load Case-27 of analysis in Negative "Z" direction with direction of horizontal force reversed and horizontal seismic coefficient has been considered as 0.040 in stead of 0.10 considered there.
Load Case-25:
Longitudinal Seismic on GHSK Crane Load on left side in Negative X Direction *
(EQCRNL_LN)
This is same as Load Case-28 of analysis in Negative "Z" direction.
Load Case-26:
Transverse Seismic on GHSK Crane Load on left side in Positive Z Direction *
(EQCRNL_TP)
This is same as Load Case-29 of analysis in Negative "Z" direction with direction of horizontal force reversed and horizontal seismic coefficient has been considered as 0.040 in stead of 0.10 considered there.
Pile Design_R1 / Pos Z Loads CDC Consulting Design Engg. Centre (P) Ltd.
Load Case-27:
Longitudinal Wave Force on Pile in positive X Direction** (WWVF_LP)
This is same as Load Case-30 of analysis in Negative "Z" direction.
Load Case-28:
Water Current Force on Pile in Positive X Direction** (WCF_LP)
This is same as Load Case-31 of analysis in Negative "Z" direction.
Load Case-29:
Vertical Load from LPS 600 Crane for Service Condition placed on Right Side-Position-1 **(WLPSR1)
This is same as Load Case-32 of analysis in Negative "Z" direction.
Load Case-30:
Vertical Load from LPS 600 Crane for Service Condition placed on Right Side-Position-2 **(WLPSR2)
This is same as Load Case-33 of analysis in Negative "Z" direction.
Load Case-31:
Vertical Load from GHSK 3832B Crane foe Service Condition placed on Right Side-Position-
1 **(WCRNR1)
This is same as Load Case-34 of analysis in Negative "Z" direction.
Load Case-32:
Vertical Load from GHSK 3832B Crane for Service Condition placed on Right Side-Position-
2 **(WCRNR2)
This is same as Load Case-35 of analysis in Negative "Z" direction.
Load Case-33:
Longitudinal Horizontal Load from LPS 600 Crane for Service Condition for Load Case-29 in Positive X Direction **(WLPSRHF_LP)
This is same as Load Case-36 of analysis in Negative "Z" direction.
Load Case-34:
Transverse Horizontal Load from LPS 600 Crane for Service Condition for Load Case-29 in Positive Z Direction **(WLPSRHF_TP)
This is same as Load Case-37 of analysis in Negative "Z" direction with direction of horizontal force reversed..
Load Case-35:
Mooring Pull on Right Side *(MPR_TP)
Mooring Pull shall be same as that calculated in Load Case-13 above but applied in Member 192.
Load Case-36:
Longitudinal Storm Wave Force on Pile in Positive X Direction** (SWVF_LP) This is same as Load Case-39 of analysis in Negative "Z" direction.
Load Case-37:
Vertical Load from LPS 600 Crane for Storm Condition placed on Right Side-Position-1 **(SLPSR1)
This is same as Load Case-40 of analysis in Negative "Z" direction.
Pile Design_R1 / Pos Z Loads CDC Consulting Design Engg. Centre (P) Ltd.
Load Case-38:
Vertical Load from LPS 600 Crane for Storm Condition placed on Right Side-Position-2 **(SLPSR2)
This is same as Load Case-41 of analysis in Negative "Z" direction.
Load Case-39:
Longitudinal Horizontal Load from LPS 600 Crane for Storm Condition for Load Case-37 in Positive X Direction **(SLPSRHF_LP)
This is same as Load Case-42 of analysis in Negative "Z" direction.
Load Case-40:
Transverse Horizontal Load from LPS 600 Crane for Storm Condition for Load Case-37 in Positive Z Direction **(SLPSRHF_TP)
This is same as Load Case-43 of analysis in Negative "Z" direction with direction of horizontal force reversed.
Load Case-41:
Longitudinal Seismic on Dead Load in Positive X Direction * (EQDL_LP) This is same as Load Case-44 of analysis in Negative "Z" direction.
Load Case-42:
Longitudinal Seismic on uniformly distributrd live load in Positive X Direction * (EQLL_LP) This is same as Load Case-45 of analysis in Negative "Z" direction.
Load Case-43:
Transverse Seismic on Dead Load in Positive Z Direction * (EQDL_TP)
This is same as Load Case-21 above.
Load Case-44:
Transverse Seismic on uniformly distributrd live load in Positive Z Direction * (EQLL_TP) This is same as Load Case-22 above.
Load Case-45:
Longitudinal Seismic on LPS 600 Crane Load on right side in Positive X Direction *
(EQLPSR_LP)
This is same as Load Case-48 of analysis in Negative "Z" direction.
Load Case-46:
Transverse Seismic on LPS 600 Crane Load on right side in Positive Z Direction *
(EQLPSR_TP)
This is same as Load Case-49 of analysis in Negative "Z" direction with direction of horizontal force reversed and horizontal seismic coefficient has been considered as 0.040 in stead of 0.10 considered there.
Load Case-47:
Longitudinal Seismic on GHSK Crane Load on right side in Positive X Direction *
(EQCRNR_LP)
This is same as Load Case-50 of analysis in Negative "Z" direction.
Pile Design_R1 / Pos Z Loads CDC Consulting Design Engg. Centre (P) Ltd.
Load Case-48:
Transverse Seismic on GHSK Crane Load on right side in Positive Z Direction *
(EQCRNR_TP)
This is same as Load Case-51 of analysis in Negative "Z" direction with direction of horizontal force reversed and horizontal seismic coefficient has been considered as 0.040 in stead of 0.10 considered there.
The different STAAD files used for analyses in Positive "Z" direction are as follows:
(i) File Name: Main Jetty_Unit 2_Pos Z_Pile1.std
In this STAAD file, the three dimensional analysis of the jetty unit for different load combinations as per IS:4651 (Part 4), with Load Cases-1 to 26 mentioned above has been carried out. The loads used in this analysis are intended for getting design forces of the structure in positive Z direction. The results are enclosed in Annexure-F.
(iI) File Name: Main Jetty_Unit 2_Pos Z_Pile2.std
In this STAAD file, the temperature analysis of the jetty structure has been done. For detail understanding of temperature loads refer to Sheet No. 147 of this design note. The result of this analysis is enclosed in Annexure-
G. With the results available for the above STAAD files, the summary of forces in pile for Ultimate Limit State (ULS)
and Serviceability Limit State (SLS) have been carried out in the following pages.
Pile Design_R1 / Pos Z Loads CDC Consulting Design Engg. Centre (P) Ltd.
SUMMARY OF FORCES FOR PILES IN GRID "A" FOR ULS CONDITION AT TOP FOR FORCES ACTING IN POSITIVE "Z" DIRECTION:
MEMBER LOAD
JT
AXIAL SHEAR-Y SHEAR-Z MOM-Y
MOM-Z SHEAR-R MOM-R
-1772.44 -367.80
-1799.88 -160.70
52.54 -637.55 -1075.54
53.12 -648.65
60.49 -734.85
60.65 -738.45
47.98 -581.99 -1013.66
48.41 -590.32
53.95 -655.02
54.07 -657.73
-1700.48 -207.57
-1711.59 -124.66
-1637.49 -151.27
91.46 -1106.73 -371.59
91.74 -1112.72 -319.90
89.94 -1087.93 -325.26
90.16 -1092.43 -286.50
46.96 -542.30
51.01 -610.98
54.79 -641.16
56.64 -672.72
44.10 -514.13
47.14 -565.64
49.98 -588.28
51.36 -611.96
82.85 -974.00
85.34 -1016.69 -198.63
82.94 -981.74
84.81 -1013.76 -197.65
CDC Consulting Design Engg. Centre (P) Ltd.
52.25 -628.01
54.44 -665.61
58.54 -705.02
60.07 -731.35
48.41 -582.59
50.05 -610.79
53.12 -640.32
54.27 -660.07
84.56 -1013.53 -171.00
86.60 -1048.50 -165.25
83.66 -1004.64 -176.69
85.19 -1030.88 -172.38
53.64 -649.25
55.09 -674.43
58.77 -710.66
60.25 -736.06
49.76 -602.19
50.84 -621.07
53.60 -648.20
54.71 -667.25
82.48 -990.21
84.57 -1025.95 -194.11
81.52 -980.12
83.09 -1006.93 -193.61
CDC Consulting Design Engg. Centre (P) Ltd.
-1613.88 -248.97
-1677.41 -195.88
57.95 51.53 -623.69
59.14 52.99 -649.03
50.23 56.68 -685.39
51.52 58.17 -710.85
56.47 47.70 -577.29
57.36 48.79 -596.30
50.76 51.56 -623.53
51.72 52.68 -642.63
7.56 80.45 -965.62
8.94 82.54 -1001.45
7.90 79.56 -956.38
8.94 81.13 -983.25
-1706.19 -258.76
-1772.53 -274.75
55.85 49.77 -598.06
57.12 51.99 -636.26
49.32 56.08 -675.49
48.94 57.63 -702.10
54.95 45.98 -553.30
55.90 47.65 -581.96
50.13 50.72 -611.37
49.84 51.88 -631.33
7.74 82.17 -984.64
7.38 84.23 -1019.99
8.07 81.35 -976.66
7.81 82.89 -1003.18
CDC Consulting Design Engg. Centre (P) Ltd.
-1642.25 -132.26
-1715.15 -152.49
61.08 44.33 -511.76
60.30 48.05 -575.00
53.47 52.09 -609.37
52.98 53.79 -638.63
58.82 41.45 -483.07
58.24 44.24 -530.50
53.19 47.28 -556.31
52.83 48.56 -578.25
12.08 80.39 -945.75
11.44 82.68 -985.05
11.33 80.48 -953.15
10.86 82.20 -982.64
66.36 48.65 -587.22
61.87 49.51 -602.97
58.19 56.58 -684.61
56.09 56.85 -690.13
62.23 44.39 -536.16
58.86 45.03 -547.98
56.18 50.34 -609.27
54.59 50.55 -613.42
19.66 87.17 -1051.44
16.85 87.63 -1060.31
16.90 85.96 -1037.14
14.79 86.30 -1043.81
Maximum Vertical Load, P u, max =
6316.38 kN
Minimimum Vertical Load, P u_min =
1099.02 kN
Maximum Resultant Shear Force, V u, max =
166.74 kN
Maximum Resultant Moment, M u, max =
2023.37 kNm
CDC Consulting Design Engg. Centre (P) Ltd.
SUMMARY OF FORCES FOR PILES IN GRID "A" FOR ULS CONDITION AT FIXITY LEVEL FOR FORCES ACTING IN POSITIVE "Z" DIRECTION:
MEMBER LOAD
JT
AXIAL SHEAR-Y SHEAR-Z MOM-Y
MOM-Z SHEAR-R MOM-R
27.79 -147.80 -1948.96 -257.14
15.36 -149.21 -1957.42 -149.12
5.92 -167.58 -2208.37
0.33 -167.97 -2209.36
-704.66 -1326.21
-708.17 -1282.96
-808.91 -1218.86
-809.39 -1199.44
-644.62 -1282.27
-647.26 -1249.83
-722.87 -1202.77
-723.24 -1188.20
18.35 -164.15 -2058.89 -177.92
13.37 -164.72 -2062.43 -134.63
9.61 -172.61 -2169.99
7.37 -172.77 -2170.49
14.64 -158.97 -1990.70 -140.17
10.90 -159.40 -1993.35 -107.69
8.09 -165.45 -2075.70
6.41 -165.57 -2076.08
39.35 -92.86
-1222.14 -425.95
36.24 -93.15
-1223.35 -399.03
36.53 -91.35
-1202.52 -401.02
34.21 -91.56
-1203.44 -380.83
7.45 -124.84 -1716.50
7.42 -134.94 -1801.05
-144.37 -1964.86
-148.96 -2002.62
-658.52 -1259.45
-692.46 -1259.47
97.68 -56.19
-758.14 -1161.19
97.53 -58.04
-773.33 -1160.00
-614.22 -1237.39
-639.68 -1237.41
97.94 -51.38
-688.95 -1164.73
97.83 -52.76
-700.34 -1163.83
8.20 -156.49 -1984.40
8.18 -160.53 -2018.35
0.49 -164.81 -2090.54
0.34 -166.65 -2105.73
7.01 -153.03 -1932.20
6.99 -156.07 -1957.66
1.24 -159.39 -2013.36
1.13 -160.77 -2024.75
29.10 -84.25
-1136.49 -336.40
28.94 -86.75
-1157.14 -335.13
28.98 -84.34
-1131.10 -334.94
28.86 -86.22
-1146.59 -333.99
CDC Consulting Design Engg. Centre (P) Ltd.
1.48 -129.75 -1721.52
4.75 -135.19 -1765.75
-145.44 -1927.03
-149.26 -1958.30
-706.94 -1232.20
-724.70 -1243.81
95.52 -59.94
-789.24 -1142.10
95.15 -61.47
-801.81 -1139.00
-654.98 -1216.71
-668.31 -1225.42
96.30 -54.53
-716.69 -1150.17
96.02 -55.68
-726.12 -1147.85
5.20 -159.41 -2001.81
6.50 -161.59 -2019.62
-166.16 -2090.30
-167.69 -2102.89
4.75 -154.99 -1942.24
5.73 -156.63 -1955.61
-160.16 -2010.06
-161.31 -2019.50
27.25 -85.96
-1140.43 -319.84
26.91 -88.00
-1157.16 -317.07
27.57 -85.07
-1126.57 -322.26
27.31 -86.60
-1139.13 -320.18
5.37 -124.11 -1635.99
8.28 -127.71 -1664.39
-136.93 -1807.40
-140.63 -1837.71
-720.96 -1252.29
-732.36 -1262.66
96.64 -60.17
-789.48 -1151.68
97.91 -61.65
-801.64 -1162.91
-669.58 -1231.42
-678.13 -1239.19
97.11 -55.00
-720.92 -1157.01
98.06 -56.11
-730.04 -1165.43
7.65 -158.60 -1986.54
8.81 -160.05 -1998.02
-164.16 -2060.87
0.92 -165.65 -2073.07
6.59 -154.16 -1927.84
7.46 -155.25 -1936.45
0.60 -158.44 -1984.92
1.55 -159.55 -1994.07
27.25 -83.88
-1110.90 -319.41
28.62 -85.97
-1128.16 -331.54
27.54 -82.92
-1096.68 -321.55
28.56 -84.49
-1109.64 -330.64
CDC Consulting Design Engg. Centre (P) Ltd.
-122.02 -1608.46
-125.65 -1637.05
14.47 -134.89 -1780.48 -197.35
11.25 -138.60 -1810.85 -168.89
-2608.63 -104.74
-2162.38 -105.93
-1982.26 -103.26
-1647.57 -104.15
-152.81 -1909.80
-154.27 -1921.35
-158.40 -1984.43
-159.89 -1996.65
-148.48 -1852.38
-149.57 -1861.04
-152.77 -1909.70
-153.88 -1918.86
-127.31 -1689.22
-132.85 -1734.21
15.08 -143.08 -1895.58 -203.06
16.02 -146.94 -1927.20 -210.94
-2944.15 -102.65
-2296.03 -103.92
-2228.88 -101.74
-1742.79 -102.70
-152.53 -1910.50
-154.76 -1928.61
-159.32 -1999.40
0.11 -160.87 -2012.12
-148.23 -1852.38
-149.89 -1865.97
-153.43 -1920.52
-154.59 -1930.07
CDC Consulting Design Engg. Centre (P) Ltd.
-122.63 -1684.38
-131.90 -1761.73
7.46 -141.97 -1931.47 -136.46
8.66 -146.21 -1966.18 -146.57
-3599.01 -107.87
-2555.87 -107.10
-3414.52 -100.26
-2705.40 -105.62
-1923.05 -105.04
-148.79 -1880.70
-152.51 -1911.76
-157.04 -1986.40
-158.75 -2000.37
-145.38 -1829.49
-148.17 -1852.78
-151.69 -1910.35
-152.97 -1920.82
-141.55 -1874.17
-143.67 -1888.78
-161.27 -2131.68
-161.94 -2135.20
-2154.83 -113.16
-1846.72 -108.67
-2052.44 -104.99
-1927.88 -102.88
-1686.40 -109.02
-1455.31 -105.66
-1609.83 -102.97
-1516.41 -101.39
-154.13 -1929.32
-154.98 -1935.30
-162.56 -2039.64
-162.84 -2041.14
-149.32 -1865.19
-149.97 -1869.68
-155.78 -1949.62
-155.99 -1950.74
Maximum Vertical Load, P u, max =
6910.19 kN
Minimimum Vertical Load, P u_min =
1455.31 kN
Maximum Resultant Shear Force, V u, max =
172.93 kN
Maximum Resultant Moment, M u, max =
2210.45 kNm
CDC Consulting Design Engg. Centre (P) Ltd.
SUMMARY OF FORCES FOR PILES IN GRID "B" FOR ULS CONDITION AT TOP FOR FORCES ACTING IN POSITIVE "Z" DIRECTION:
MEMBER LOAD
JT
AXIAL SHEAR-Y SHEAR-Z MOM-Y
MOM-Z SHEAR-R MOM-R
-2029.28 -330.03
-2051.64 -337.98
-2307.51 -111.08
-2313.98 -114.94
60.31 -713.80 -1130.63
60.79 -722.86 -1133.82
70.07 -825.60 -1047.01
70.18 -828.27 -1048.55
54.69 -649.48 -1077.11
55.04 -656.28 -1079.49
62.01 -733.40 -1015.42
62.09 -735.40 -1016.58
-1980.65 -186.61
-1989.75 -189.70
-2102.41 -101.08
-1907.66 -138.94
-1914.49 -141.26
-1264.15 -373.13
-1268.78 -375.06
-1242.12 -339.71
-1245.60 -341.15
-1872.70 -112.68
-2033.13 -114.28
58.71 -686.02 -1080.51
62.75 -750.26 -1081.15
68.37 -800.44
70.21 -829.88
53.87 -632.82 -1057.56
56.89 -681.00 -1058.03
61.11 -718.65
62.49 -740.73
-1205.92 -258.25
-1245.59 -258.87
-1190.59 -258.21
-1220.35 -258.67
CDC Consulting Design Engg. Centre (P) Ltd.
-1785.26 -114.96
-1869.46 -113.20
60.79 -715.67 -1074.20
62.86 -749.39 -1073.49
68.61 -805.85
70.09 -829.76
55.83 -659.77 -1051.20
57.39 -685.06 -1050.66
61.70 -727.38
62.81 -745.32
-1182.63 -254.66
-1214.23 -254.80
-1165.25 -255.00
-1188.97 -255.11
-1688.94 -117.29
-1747.00 -117.03
61.77 -728.87 -1077.22
63.18 -752.10 -1077.12
68.25 -802.41
69.73 -826.14
56.96 -674.05 -1053.18
58.02 -691.48 -1053.09
61.82 -729.16
62.92 -746.96
98.99 -1149.19 -255.66
-1182.57 -255.39
97.45 -1131.96 -255.51
99.01 -1157.01 -255.32
CDC Consulting Design Engg. Centre (P) Ltd.
-1844.70 -120.95
-1904.11 -121.26
77.58 59.18 -699.44
77.58 60.60 -722.78
69.49 65.69 -773.30
69.49 67.17 -797.07
75.49 54.43 -645.30
75.49 55.49 -662.80
69.53 59.30 -700.66
69.52 60.41 -718.49
16.15 96.50 -1120.89
16.14 98.58 -1154.33
16.17 95.04 -1104.55
16.16 96.60 -1129.65
-1976.35 -132.68
-2036.75 -132.37
77.37 57.65 -679.97
77.34 59.77 -714.31
69.12 65.51 -770.65
69.14 67.01 -794.84
75.38 52.78 -624.97
75.36 54.36 -650.73
69.30 58.67 -692.99
69.31 59.80 -711.13
16.02 98.99 -1148.57
16.10 97.52 -1132.32
16.11 99.01 -1156.32
CDC Consulting Design Engg. Centre (P) Ltd.
80.77 55.17 -646.16
80.84 58.88 -705.34
72.62 64.78 -759.58
72.67 66.47 -786.88
77.97 50.38 -593.50
78.02 53.16 -637.88
71.95 57.59 -678.60
71.99 58.86 -699.07
18.74 99.52 -1153.04
81.04 55.95 -662.30
81.25 56.69 -675.63
73.40 65.65 -773.75
73.51 65.86 -778.19
77.11 50.57 -601.37
77.27 51.13 -611.37
71.48 57.85 -685.04
71.56 58.02 -688.37
Maximum Vertical Load, P u, max =
4269.99 kN
Minimimum Vertical Load, P u_min =
1013.76 kN
Maximum Resultant Shear Force, V u, max =
200.78 kN
Maximum Resultant Moment, M u, max =
2316.83 kNm
CDC Consulting Design Engg. Centre (P) Ltd.
SUMMARY OF FORCES FOR PILES IN GRID "B" FOR ULS CONDITION AT FIXITY LEVEL FOR FORCES ACTING IN POSITIVE "Z" DIRECTION:
MEMBER LOAD
JT
AXIAL SHEAR-Y SHEAR-Z MOM-Y
MOM-Z SHEAR-R MOM-R
29.04 -195.90 -2310.10 -286.71
29.57 -197.05 -2315.10 -291.47
9.09 -220.18 -2607.39
9.36 -220.42 -2606.69
-878.13 -1403.03
-880.26 -1404.93
-997.61 -1306.02
-997.42 -1307.02
-809.07 -1360.53
-810.67 -1361.95
-898.75 -1288.95
-898.61 -1289.69
18.48 -209.30 -2403.90 -180.09
18.69 -209.78 -2406.07 -181.89
10.56 -219.70 -2531.29
10.66 -219.81 -2531.12
14.96 -202.91 -2325.42 -144.24
15.12 -203.27 -2327.05 -145.59
9.03 -210.87 -2422.91
9.11 -210.95 -2422.79
43.17 -128.46 -1477.07 -458.20
43.30 -128.67 -1477.31 -459.38
40.97 -126.58 -1454.35 -439.67
41.07 -126.73 -1454.55 -440.55
15.04 -183.37 -2169.91 -172.27
15.16 -193.45 -2248.25 -173.68
-207.47 -2455.51
-212.04 -2490.40
-867.95 -1376.52
-899.37 -1377.08
-982.51 -1274.90
-996.52 -1275.37
-806.30 -1350.15
-829.86 -1350.57
-892.23 -1275.16
-902.75 -1275.51
10.45 -205.04 -2360.25 -114.27
10.49 -209.08 -2391.74 -114.74
1.93 -215.31 -2482.36
1.97 -217.15 -2496.42
8.92 -199.45 -2289.48
8.95 -202.48 -2313.11
2.56 -207.30 -2382.88
2.59 -208.68 -2393.43
35.76 -123.94 -1428.14 -397.51
35.80 -126.41 -1447.02 -398.00
35.72 -122.50 -1409.26 -396.59
35.75 -124.35 -1423.44 -396.95
Main Jetty_Unit 2_Pos Z_Pile Moment_ULS_R1 / GB_PZ_ULS_B CDC Consulting Design Engg. Centre (P) Ltd.
15.19 -175.04 -2059.92 -173.64
15.10 -180.23 -2098.56 -173.27
-194.58 -2297.61
-198.27 -2325.55
-887.45 -1373.01
-902.95 -1372.86
-982.64 -1271.12
-993.85 -1271.32
-825.97 -1346.63
-837.60 -1346.51
-897.35 -1271.43
-905.76 -1271.58
10.46 -204.28 -2344.92 -114.34
10.42 -206.37 -2360.52 -114.09
1.91 -212.68 -2447.27
1.92 -214.17 -2458.54
8.93 -198.62 -2274.66
8.90 -200.18 -2286.37
2.54 -205.05 -2353.10
2.54 -206.17 -2361.56
35.52 -121.63 -1396.74 -395.38
35.53 -123.59 -1411.51 -395.62
35.50 -120.07 -1377.10 -394.66
35.51 -121.54 -1388.20 -394.84
15.34 -166.17 -1946.01 -174.81
15.34 -169.69 -1971.36 -175.23
-182.39 -2146.28
-186.07 -2174.33
-897.65 -1374.33
-907.81 -1374.49
-977.71 -1273.74
-988.94 -1273.83
-838.40 -1347.42
-846.02 -1347.54
-898.38 -1273.20
-906.81 -1273.27
10.73 -202.51 -2321.09 -116.41
10.72 -203.93 -2331.38 -116.48
2.33 -209.54 -2407.86
2.32 -211.02 -2419.17
9.13 -197.02 -2253.39
9.13 -198.08 -2261.10
2.85 -202.41 -2320.00
2.85 -203.52 -2328.48
35.56 -118.65 -1359.36 -395.51
35.55 -120.72 -1375.23 -395.53
35.52 -117.11 -1340.13 -394.53
35.51 -118.67 -1352.04 -394.54
Main Jetty_Unit 2_Pos Z_Pile Moment_ULS_R1 / GB_PZ_ULS_B CDC Consulting Design Engg. Centre (P) Ltd.
-163.63 -1914.62
-167.17 -1940.08
5.82 -179.90 -2115.56
5.82 -183.59 -2143.63
-2609.13 -118.09
-2628.99 -118.08
-2626.91 -110.00
-2646.68 -110.00
-1955.81 -116.00
-1970.71 -116.00
-1969.14 -110.04
-1983.98 -110.03
-195.36 -2232.70
-196.78 -2243.02
-202.41 -2319.80
-203.89 -2331.11
-189.98 -2166.41
-191.05 -2174.15
-195.39 -2233.29
-196.50 -2241.77
-116.15 -1328.57
-118.24 -1344.47
-114.69 -1310.29
-116.25 -1322.22
-171.97 -2022.17
-177.25 -2061.59
6.58 -191.59 -2260.86
6.55 -195.33 -2289.14
-2726.56 -117.88
-2754.06 -117.85
-2747.31 -109.63
-2766.65 -109.65
-2040.99 -115.89
-2061.62 -115.87
-2056.54 -109.81
-2071.05 -109.82
-195.72 -2239.21
-197.84 -2255.11
-204.16 -2342.03
-205.66 -2353.43
-190.20 -2170.69
-191.79 -2182.62
-196.66 -2249.50
-197.79 -2258.05
-118.64 -1359.88
-120.62 -1374.85
-117.18 -1341.41
-118.66 -1352.65
Main Jetty_Unit 2_Pos Z_Pile Moment_ULS_R1 / GB_PZ_ULS_B CDC Consulting Design Engg. Centre (P) Ltd.
-180.11 -2128.67
-189.37 -2200.30
0.85 -204.05 -2413.37
0.71 -208.28 -2445.40
-2587.37 -121.28
-2637.17 -121.35
-2633.22 -113.13
-2656.36 -113.18
-1915.56 -118.47
-1952.91 -118.53
-1949.84 -112.46
-1967.20 -112.50
-195.18 -2238.11
-198.90 -2266.91
-205.40 -2359.95
-207.10 -2372.86
-189.73 -2169.09
-192.52 -2190.68
-197.55 -2262.30
-198.82 -2271.99
-120.53 -1385.82
-122.80 -1403.02
-119.18 -1368.15
-120.88 -1381.06
-189.41 -2233.91
-191.25 -2244.59
-213.53 -2528.40
-214.06 -2530.06
-2009.12 -121.55
-2021.07 -121.76
-1986.85 -113.91
-1991.77 -114.02
-1563.67 -117.62
-1572.63 -117.78
-1547.23 -111.99
-1550.92 -112.07
-197.33 -2258.06
-198.08 -2262.49
-207.67 -2384.32
-207.89 -2385.08
-191.29 -2183.32
-191.85 -2186.64
-199.20 -2279.96
-199.36 -2280.54
-123.67 -1419.62
-124.04 -1421.28
-122.02 -1399.38
-122.30 -1400.64
Maximum Vertical Load, P u, max =
4777.19 kN
Minimimum Vertical Load, P u_min =
1318.08 kN
Maximum Resultant Shear Force, V u, max =
220.62 kN
Maximum Resultant Moment, M u, max =
2607.60 kNm
Main Jetty_Unit 2_Pos Z_Pile Moment_ULS_R1 / GB_PZ_ULS_B CDC Consulting Design Engg. Centre (P) Ltd.
SUMMARY OF FORCES FOR PILES IN GRID "C" FOR ULS CONDITION AT TOP FOR FORCES ACTING IN POSITIVE "Z" DIRECTION:
MEMBER LOAD
JT
AXIAL SHEAR-Y SHEAR-Z MOM-Y
MOM-Z SHEAR-R MOM-R
-2766.57 -430.84
-2758.87 -639.08
-3123.56 -215.85
-3117.27 -309.12
89.01 -973.28 -1493.31
88.61 -970.33 -1576.64
-1116.73 -1412.93
-1114.31 -1450.26
78.92 -869.82 -1438.37
78.63 -867.61 -1500.85
90.00 -977.49 -1379.54
89.79 -975.68 -1407.53
-2694.05 -207.43
-2691.19 -290.59
-2847.17 -122.75
-2844.79 -159.99
-2579.09 -160.14
-2576.95 -222.49
-2694.51 -124.98
-1701.04 -520.83
-1697.92 -572.97
-1654.01 -487.12
-1651.68 -526.21
-2667.31 -299.81
-2695.67 -296.23
91.20 -998.41 -1494.85
91.89 -1009.71 -1493.57
-1131.37 -1382.63
-1136.01 -1383.61
81.16 -894.33 -1457.49
81.68 -902.81 -1456.52
91.33 -994.07 -1374.86
91.53 -997.55 -1375.60
-2679.25 -136.37
-2690.80 -134.82
-2564.03 -107.09
-2572.69 -105.92
-1679.91 -421.55
-1685.91 -422.15
-1627.77 -418.16
-1632.29 -418.61
CDC Consulting Design Engg. Centre (P) Ltd.
-2506.71 -250.70
-2516.03 -206.63
92.02 -1005.94 -1471.64
92.15 -1009.65 -1454.10
-1119.89 -1350.82
-1123.12 -1360.22
82.40 -906.06 -1439.46
82.50 -908.85 -1426.30
91.17 -991.49 -1350.38
91.29 -993.92 -1357.42
-2644.86 -115.71
-1629.54 -399.07
-1633.57 -408.02
-1579.52 -401.08
-1582.56 -407.79
-2356.13 -290.29
-2360.81 -243.04
92.81 -1013.64 -1485.37
92.81 -1015.49 -1466.55
-1111.29 -1371.50
-1114.93 -1349.14
83.60 -917.72 -1449.19
83.61 -919.11 -1435.07
91.14 -990.89 -1365.31
91.28 -993.62 -1348.54
-2610.84 -131.81
-2612.90 -112.80
-2504.58 -103.67
-1582.86 -403.23
-1587.94 -380.22
-1533.68 -403.98
-1537.50 -386.72
CDC Consulting Design Engg. Centre (P) Ltd.
88.81 -974.92
88.81 -976.75
98.90 -1072.94 1366.83
99.10 -1076.57 1344.32
79.69 -879.81
79.69 -881.19
87.26 -953.28
87.40 -956.00
87.14 -958.27
87.27 -962.12
98.88 -1072.74 1351.80
99.04 -1076.02 1361.07
77.65 -859.64
77.75 -862.52
86.46 -945.48
86.57 -947.94
CDC Consulting Design Engg. Centre (P) Ltd.
84.93 -935.18
85.52 -945.21
98.52 -1068.38 1418.60
98.73 -1072.46 1425.45
75.18 -834.51
75.63 -842.03
85.38 -934.45
85.54 -937.52
81.27 -892.00
80.95 -890.09
95.83 -1033.60 1431.11
95.58 -1031.63 1466.15
71.81 -796.23
71.57 -794.80
82.74 -902.53
82.56 -901.05
Maximum Vertical Load, P u, max =
8328.47 kN
Minimimum Vertical Load, P u_min =
1607.86 kN
Maximum Resultant Shear Force, V u, max =
309.41 kN
Maximum Resultant Moment, M u, max =
3132.56 kNm
CDC Consulting Design Engg. Centre (P) Ltd.
SUMMARY OF FORCES FOR PILES IN GRID "C" FOR ULS CONDITION AT FIXITY LEVEL FOR FORCES ACTING IN POSITIVE "Z" DIRECTION:
MEMBER LOAD
JT
AXIAL SHEAR-Y SHEAR-Z MOM-Y
MOM-Z SHEAR-R MOM-R
45.50 -327.74 -3228.53 -430.88
61.16 -326.72 -3215.35 -541.78
21.07 -364.48 -3620.02 -148.05
28.09 -363.74 -3611.21 -197.83
-144.40 -1286.18 -1794.03
-144.00 -1281.07 -1838.43
-159.16 -1443.50 -1687.29
-158.87 -1440.09 -1707.23
-134.31 -1184.10 -1743.92
-134.02 -1180.27 -1777.20
-145.39 -1302.18 -1665.52
-145.18 -1299.63 -1680.47
24.22 -337.21 -3288.25 -220.65
30.47 -336.82 -3283.21 -264.87
14.58 -352.97 -3456.19 -109.01
17.38 -352.68 -3452.83 -128.84
19.86 -325.94 -3173.55 -179.19
24.55 -325.65 -3169.78 -212.35
12.68 -338.00 -3302.11
14.78 -337.79 -3299.59 -110.83
64.75 -219.41 -2086.72 -612.84
68.67 -219.03 -2082.12 -640.60
62.14 -215.14 -2046.84 -593.36
65.08 -214.86 -2043.40 -614.18
35.66 -316.43 -3097.30 -361.47
35.40 -318.15 -3103.98 -359.76
5.17 -350.24 -3454.47
5.35 -350.87 -3455.75
-146.59 -1305.63 -1794.90
-147.27 -1308.34 -1794.31
-160.14 -1448.89 -1671.21
-160.40 -1449.45 -1671.83
-136.55 -1205.28 -1754.12
-137.07 -1207.31 -1753.68
-146.72 -1312.75 -1663.06
-146.91 -1313.16 -1663.52
18.88 -335.22 -3262.52 -182.94
18.76 -335.93 -3265.42 -182.13
6.83 -349.73 -3415.97
6.89 -350.00 -3416.62
15.88 -324.04 -3149.97 -151.05
15.79 -324.57 -3152.14 -150.43
6.89 -335.15 -3267.49
6.93 -335.35 -3267.98
57.30 -216.62 -2051.12 -560.19
57.34 -216.94 -2051.58 -560.56
56.96 -211.99 -2008.94 -556.83
57.00 -212.23 -2009.30 -557.11
CDC Consulting Design Engg. Centre (P) Ltd.
31.97 -300.22 -2927.63 -335.39
28.67 -300.54 -2924.85 -312.15
-329.43 -3238.16
1.65 -329.81 -3237.90
-147.41 -1314.79 -1782.49
-147.54 -1313.71 -1773.26
-159.10 -1439.16 -1654.27
-159.26 -1439.08 -1659.35
-137.79 -1218.83 -1744.47
-137.89 -1218.02 -1737.55
-146.56 -1312.07 -1650.00
-146.68 -1312.01 -1653.80
17.33 -331.72 -3225.55 -171.96
15.99 -331.87 -3224.65 -162.54
4.64 -344.31 -3359.50
5.33 -344.48 -3359.53
14.71 -321.00 -3117.82 -142.82
13.71 -321.11 -3117.15 -135.75
5.24 -330.66 -3220.52
5.77 -330.78 -3220.55
55.60 -211.58 -1998.72 -548.16
56.28 -211.76 -1998.33 -552.97
55.68 -207.13 -1958.09 -547.67
56.18 -207.27 -1957.81 -551.27
34.94 -284.76 -2763.25 -356.20
31.40 -284.77 -2758.69 -331.28
4.17 -309.91 -3031.34
-310.40 -3032.12
-148.20 -1323.26 -1789.72
-148.20 -1321.43 -1779.81
-158.25 -1430.42 -1665.23
-158.45 -1430.73 -1653.41
-138.99 -1231.60 -1749.57
-138.99 -1230.23 -1742.14
-146.53 -1311.89 -1657.89
-146.67 -1312.12 -1649.03
18.54 -328.22 -3188.33 -180.51
17.11 -328.24 -3186.70 -170.42
6.37 -339.11 -3304.48
4.68 -339.32 -3304.91
15.62 -317.95 -3085.34 -149.24
14.55 -317.97 -3084.13 -141.67
6.55 -326.31 -3174.51
5.28 -326.47 -3174.83
55.91 -206.77 -1947.50 -550.26
54.18 -207.04 -1947.87 -538.07
55.89 -202.41 -1907.74 -549.09
54.59 -202.61 -1908.04 -539.95
CDC Consulting Design Engg. Centre (P) Ltd.
-280.86 -2721.52
-280.86 -2716.90
-306.09 -2990.45
0.73 -306.57 -2991.18
-3476.29 -173.61
-144.20 -1280.55 1785.46
-3876.32 -172.17
-144.20 -1278.69 1775.35
-3521.61 -161.90
-154.29 -1388.12 1660.87
-3906.61 -160.21
-154.49 -1388.41 1648.96
-2611.13 -169.99
-135.08 -1189.81 1746.52
-2911.15 -168.91
-135.08 -1188.42 1738.93
-2645.12 -161.36
-142.65 -1270.44 1654.76
-2933.87 -160.09
-142.79 -1270.65 1645.83
-317.16 -3070.22
-317.18 -3068.55
-328.09 -3186.78
-328.30 -3187.19
-307.06 -2969.09
-307.08 -2967.84
-315.46 -3058.60
-315.61 -3058.90
-202.93 -1906.45
-203.20 -1906.80
-198.68 -1867.93
-198.88 -1868.21
-295.43 -2877.00
-295.78 -2874.34
0.28 -324.75 -3188.65
-325.14 -3188.42
-3576.98 -173.02
-142.53 -1263.01 1781.23
-4129.69 -171.69
-142.66 -1261.97 1771.90
-3699.43 -160.77
-154.27 -1387.91 1652.82
-4085.28 -161.47
-154.43 -1387.84 1657.82
-2680.55 -169.62
-133.04 -1168.28 1743.91
-3095.08 -168.62
-133.14 -1167.50 1736.90
-2772.37 -160.59
-141.85 -1261.95 1649.29
-3061.75 -161.12
-141.96 -1261.90 1653.04
-318.43 -3084.01
-318.59 -3083.14
-331.08 -3218.51
-331.25 -3218.53
-307.94 -2978.63
-308.06 -2977.98
-317.64 -3081.78
-317.77 -3081.80
-206.92 -1949.25
-207.11 -1948.88
-202.63 -1910.22
-202.77 -1909.96
CDC Consulting Design Engg. Centre (P) Ltd.
-309.85 -3031.30
-311.32 -3036.22
-343.71 -3389.33
-344.24 -3389.82
-3362.54 -177.05
-140.32 -1241.12 1809.78
-4305.10 -177.97
-140.91 -1243.13 1816.32
-3684.79 -165.79
-153.91 -1384.83 1688.30
-4128.19 -166.31
-154.12 -1385.07 1692.01
-2494.99 -172.56
-130.57 -1143.25 1764.70
-3201.90 -173.25
-131.02 -1144.75 1769.60
-2736.54 -164.27
-140.77 -1251.09 1675.29
-3069.09 -164.66
-140.93 -1251.27 1678.07
-319.14 -3093.36
-319.75 -3095.53
-333.69 -3247.26
-333.91 -3247.59
-308.37 -2984.57
-308.83 -2986.19
-319.52 -3102.47
-319.68 -3102.71
-210.57 -1989.08
-210.83 -1989.09
-206.28 -1949.88
-206.47 -1949.90
-316.38 -3117.20
-315.56 -3105.48
-352.61 -3503.10
-351.96 -3494.95
-2685.70 -175.97
-136.66 -1209.68 1802.08
-2941.36 -181.62
-136.34 -1205.13 1842.07
-2731.94 -166.72
-151.22 -1364.81 1694.86
-2835.38 -169.36
-150.97 -1361.66 1713.57
-2093.53 -170.50
-127.20 -1112.80 1750.09
-2285.28 -174.74
-126.96 -1109.39 1780.07
-2128.57 -163.72
-138.13 -1229.26 1671.33
-2206.15 -165.70
-137.94 -1226.90 1685.36
-317.70 -3086.24
-317.39 -3081.77
-333.25 -3251.93
-333.00 -3248.81
-307.20 -2978.25
-306.97 -2974.90
-319.11 -3105.13
-318.92 -3102.80
-210.97 -2002.72
-210.64 -1998.49
-207.32 -1967.91
-207.08 -1964.75
Maximum Vertical Load, P u, max =
8770.73 kN
Minimimum Vertical Load, P u_min =
1873.21 kN
Maximum Resultant Shear Force, V u, max =
365.09 kN
Maximum Resultant Moment, M u, max =
3623.05 kNm
CDC Consulting Design Engg. Centre (P) Ltd.
SUMMARY OF FORCES FOR PILES IN GRID "D" FOR ULS CONDITION AT TOP FOR FORCES ACTING IN POSITIVE "Z" DIRECTION:
MEMBER LOAD
JT
AXIAL SHEAR-Y SHEAR-Z MOM-Y
MOM-Z SHEAR-R MOM-R
-2888.46 -710.20
-2837.32 -717.39
-3337.22 -392.97
-3312.61 -396.17
74.05 -814.32 -2029.62
71.94 -794.06 -2032.61
96.96 -994.67 -1910.73
95.91 -984.97 -1912.09
66.30 -771.21 -1962.64
64.71 -756.02 -1964.88
83.49 -906.57 -1875.54
82.71 -899.30 -1876.56
-3062.84 -291.82
-3042.66 -294.57
-3255.61 -167.99
-3245.95 -169.20
-3004.94 -234.69
-2989.81 -236.75
-3152.56 -142.70
-3145.32 -143.60
-1743.28 -703.82
-1728.97 -705.49
-1774.49 -685.33
-1763.78 -686.59
-2592.71 -670.94
-2410.26 -671.02
-2949.22 -334.57
-2861.92 -335.17
71.08 -775.56 -2084.36
64.25 -702.74 -2084.53
89.93 -918.67 -1958.24
86.63 -883.86 -1958.57
65.05 -749.74 -2026.22
59.93 -695.14 -2026.34
79.19 -857.10 -1933.80
76.72 -831.00 -1934.04
-2971.94 -258.01
-2899.24 -257.91
-3126.89 -126.69
-3092.15 -126.86
-2931.80 -210.21
-2877.29 -210.13
-3050.85 -112.64
-3024.80 -112.77
-1610.58 -689.82
-1563.33 -690.10
-1661.70 -683.02
-1626.29 -683.23
CDC Consulting Design Engg. Centre (P) Ltd.
-2440.08 -653.61
-2336.74 -648.10
-2782.93 -315.07
-2712.11 -313.47
73.76 -800.65 -2075.67
69.80 -759.40 -2073.59
91.38 -937.99 -1948.64
88.68 -909.72 -1948.09
68.05 -776.39 -2019.72
65.08 -745.47 -2018.16
81.26 -879.36 -1926.61
79.24 -858.17 -1926.19
-2943.00 -249.66
-2901.92 -247.33
-3091.52 -117.49
-3063.35 -116.78
-2904.94 -204.06
-2874.14 -202.30
-3018.94 -105.86
-2997.83 -105.32
-1579.21 -680.82
-1541.51 -680.00
-1624.75 -676.53
-1596.50 -675.91
-2263.45 -655.82
-2183.34 -652.49
-2570.24 -319.20
-2499.11 -317.02
75.51 -816.12 -2075.90
72.40 -784.10 -2074.69
91.10 -938.76 -1949.59
88.41 -910.33 -1948.80
70.31 -795.50 -2019.37
67.98 -771.50 -2018.45
81.99 -887.39 -1926.77
79.97 -866.07 -1926.18
-2905.13 -252.56
-2873.31 -251.10
-3038.24 -121.17
-3009.94 -120.23
-2871.21 -206.35
-2847.36 -205.24
-2973.44 -108.74
-2952.22 -108.03
-1526.36 -683.78
-1486.32 -682.51
-1571.13 -678.85
-1541.13 -677.90
CDC Consulting Design Engg. Centre (P) Ltd.
69.17 -765.94
66.05 -733.80
84.82 -889.04
82.12 -860.55
64.11 -746.45
61.77 -722.35
75.84 -838.71
73.82 -817.35
66.14 -740.15
62.10 -698.12
83.81 -877.87
81.08 -849.25
60.61 -717.33
57.58 -685.82
73.86 -820.62
71.81 -799.16
CDC Consulting Design Engg. Centre (P) Ltd.
64.32 -728.71
57.90 -660.45
83.37 -873.76
80.24 -840.84
57.96 -698.61
53.14 -647.43
72.25 -807.47
69.91 -782.78
70.56 -806.07
68.10 -781.99
93.03 -982.69
91.84 -971.43
61.61 -748.69
59.77 -730.64
78.48 -881.28
77.59 -872.84
Maximum Vertical Load, P u, max =
3752.57 kN
Minimimum Vertical Load, P u_min =
612.72 kN
Maximum Resultant Shear Force, V u, max =
401.69 kN
Maximum Resultant Moment, M u, max =
3360.28 kNm
CDC Consulting Design Engg. Centre (P) Ltd.
SUMMARY OF FORCES FOR PILES IN GRID "D" FOR ULS CONDITION AT FIXITY LEVEL FOR FORCES ACTING IN POSITIVE "Z" DIRECTION:
MEMBER LOAD
JT
AXIAL SHEAR-Y SHEAR-Z MOM-Y
MOM-Z SHEAR-R MOM-R
91.57 -468.40 -4100.46 -792.77
92.16 -463.04 -4060.22 -795.69
51.39 -525.39 -4624.92 -424.00
51.64 -522.73 -4604.05 -425.13
-200.30 -1596.91 -2406.37
-198.19 -1581.05 -2407.68
-223.21 -1807.67 -2268.12
-222.16 -1799.49 -2268.67
-192.55 -1507.62 -2337.23
-190.96 -1495.73 -2338.20
-209.74 -1665.80 -2235.93
-208.95 -1659.67 -2236.33
39.93 -495.58 -4270.38 -329.40
40.15 -493.47 -4254.61 -330.42
24.24 -520.06 -4495.54 -185.42
24.33 -519.01 -4487.40 -185.79
33.19 -485.96 -4164.01 -271.60
33.36 -484.38 -4152.19 -272.35
21.54 -504.70 -4336.40 -164.62
21.61 -503.92 -4330.30 -164.89
-317.97 -2677.10 -854.14
-316.44 -2665.28 -854.73
99.99 -319.55 -2672.96 -841.26
-318.41 -2664.13 -841.71
88.06 -435.26 -3830.44 -772.24
88.02 -418.15 -3720.64 -771.34
46.16 -482.23 -4275.86 -393.13
46.18 -473.96 -4222.06 -392.88
-197.33 -1584.83 -2436.31
-190.50 -1541.07 -2436.10
-216.18 -1763.59 -2294.15
-212.88 -1742.19 -2294.15
-191.30 -1507.73 -2371.89
-186.18 -1474.92 -2371.72
-205.44 -1641.83 -2267.70
-202.97 -1625.79 -2267.70
36.90 -485.93 -4196.56 -311.54
36.86 -479.12 -4152.95 -311.04
20.54 -506.28 -4389.04 -163.52
20.54 -503.00 -4367.72 -163.34
31.01 -478.10 -4102.95 -258.72
30.98 -472.99 -4070.26 -258.33
18.85 -493.72 -4250.60 -148.74
18.85 -491.26 -4234.62 -148.60
-304.02 -2571.54 -847.07
-299.54 -2542.32 -846.91
99.81 -307.43 -2578.68 -840.47
99.82 -304.07 -2556.79 -840.35
CDC Consulting Design Engg. Centre (P) Ltd.
86.52 -414.65 -3631.09 -763.29
85.97 -404.71 -3564.73 -759.40
44.42 -458.62 -4039.01 -382.84
44.24 -451.87 -3994.59 -381.43
-200.01 -1605.60 -2432.35
-196.05 -1579.15 -2430.93
-217.62 -1769.00 -2289.61
-214.93 -1751.30 -2289.15
-194.30 -1532.35 -2369.05
-191.33 -1512.52 -2367.98
-207.51 -1654.87 -2264.42
-205.49 -1641.60 -2264.07
36.18 -481.80 -4154.84 -307.55
35.94 -477.85 -4128.58 -305.85
19.74 -500.82 -4331.19 -159.02
19.66 -498.14 -4313.61 -158.38
30.48 -474.34 -4065.68 -255.86
30.30 -471.39 -4046.00 -254.57
18.26 -488.94 -4200.98 -145.49
18.20 -486.94 -4187.79 -145.01
99.83 -299.09 -2518.81 -843.01
99.74 -295.49 -2495.01 -842.26
99.27 -302.03 -2523.55 -837.74
99.20 -299.34 -2505.72 -837.19
86.68 -391.82 -3417.94 -763.78
86.33 -384.03 -3364.99 -761.07
44.73 -430.82 -3777.04 -384.02
44.50 -424.08 -3733.05 -382.30
-201.76 -1620.02 -2433.28
-198.65 -1598.87 -2432.33
-217.35 -1763.57 -2290.76
-214.66 -1746.00 -2290.16
-196.56 -1551.83 -2369.59
-194.23 -1535.97 -2368.87
-208.24 -1659.39 -2265.11
-206.22 -1646.22 -2264.66
36.47 -476.81 -4107.59 -309.71
36.31 -473.72 -4086.67 -308.48
20.10 -493.72 -4263.28 -161.46
20.00 -491.05 -4245.85 -160.70
30.72 -469.93 -4024.07 -257.61
30.60 -467.62 -4008.39 -256.68
18.55 -482.92 -4143.62 -147.48
18.47 -480.91 -4130.55 -146.90
-292.15 -2453.24 -845.53
-288.36 -2428.46 -844.54
99.54 -295.06 -2458.16 -839.91
99.44 -292.22 -2439.61 -839.17
CDC Consulting Design Engg. Centre (P) Ltd.
-385.61 -3361.13
-377.79 -3307.96
-424.73 -3721.33
-417.97 -3677.21
-2595.03 -272.42
-195.42 -1561.96 2413.39
-2628.74 -272.29
-192.30 -1540.72 2412.37
-2578.88 -256.68
-211.07 -1706.06 2270.95
-2610.73 -256.60
-208.37 -1688.44 2270.31
-1921.08 -265.59
-190.36 -1495.06 2351.55
-1946.36 -265.49
-188.02 -1479.14 2350.78
-1908.98 -254.06
-202.09 -1603.07 2247.14
-1932.87 -253.99
-200.07 -1589.86 2246.65
-459.33 -3947.48
-456.23 -3926.45
-476.31 -4103.72
-473.62 -4086.23
-452.74 -3866.52
-450.41 -3850.76
-465.78 -3986.53
-463.76 -3973.41
-286.06 -2397.46
-282.26 -2372.63
-289.16 -2404.11
-286.31 -2385.51
-407.21 -3563.27
-397.10 -3495.79
-451.29 -3972.33
-444.46 -3927.37
-2584.15 -272.90
-192.39 -1535.93 2415.58
-2638.71 -272.71
-188.35 -1509.02 2414.21
-2575.09 -257.10
-210.06 -1699.90 2272.89
-2611.92 -257.05
-207.33 -1681.99 2272.43
-1904.69 -266.04
-186.85 -1464.27 2353.58
-1945.61 -265.89
-183.83 -1444.10 2352.55
-1897.85 -254.46
-200.11 -1587.25 2248.99
-1925.47 -254.42
-198.06 -1573.82 2248.64
-460.91 -3963.59
-456.89 -3936.86
-479.99 -4140.53
-477.28 -4122.71
-453.80 -3877.51
-450.79 -3857.47
-468.45 -4013.29
-466.41 -3999.94
-291.77 -2451.97
-288.12 -2427.87
-294.95 -2458.84
-292.22 -2440.80
CDC Consulting Design Engg. Centre (P) Ltd.
-430.56 -3775.16
-414.46 -3671.41
-477.99 -4223.98
-470.15 -4172.66
-2216.06 -274.96
-190.56 -1516.24 2427.26
-2290.65 -274.98
-184.15 -1474.89 2427.16
-2223.24 -259.32
-209.62 -1696.48 2285.56
-2259.43 -259.35
-206.49 -1676.07 2285.60
-1601.26 -267.35
-184.21 -1437.78 2360.82
-1657.20 -267.36
-179.39 -1406.78 2360.73
-1606.45 -255.88
-198.50 -1573.04 2256.97
-1633.59 -255.90
-196.16 -1557.74 2257.00
-463.71 -3986.29
-457.31 -3945.07
-484.26 -4180.28
-481.15 -4159.93
-455.74 -3893.06
-450.94 -3862.15
-471.52 -4041.89
-469.18 -4026.64
-2227.02 -101.04
-297.86 -2507.89
-2275.59 -101.05
-293.64 -2480.16
-300.96 -2513.96
-297.79 -2493.20
-464.64 -4034.50
-458.44 -3989.23
-520.53 -4549.56
-517.52 -4526.67
-2036.64 -269.60
-196.81 -1545.51 2394.90
-2065.53 -269.81
-194.35 -1527.61 2395.99
-1986.31 -254.55
-219.28 -1752.57 2256.78
-1998.17 -254.65
-218.09 -1743.57 2257.26
-1613.13 -261.44
-187.86 -1450.12 2325.27
-1634.79 -261.61
-186.02 -1436.70 2326.08
-1575.86 -250.42
-204.73 -1605.56 2224.05
-1584.75 -250.50
-203.84 -1598.81 2224.42
-473.53 -4049.04
-471.08 -4031.22
-497.56 -4270.41
-496.37 -4261.45
-462.94 -3938.61
-461.10 -3925.26
-481.35 -4108.18
-480.46 -4101.47
-1577.43 -101.42
-313.17 -2614.29
-1595.08 -101.53
-311.43 -2601.21
-313.59 -2604.19
-312.29 -2594.40
Maximum Vertical Load, P u, max =
4093.28 kN
Minimimum Vertical Load, P u_min =
817.14 kN
Maximum Resultant Shear Force, V u, max =
527.90 kN
Maximum Resultant Moment, M u, max =
4644.31 kNm
CDC Consulting Design Engg. Centre (P) Ltd.
SUMMARY OF FORCES FOR PILES IN GRID "A" FOR SLS CONDITION AT TOP FOR FORCES ACTING IN POSITIVE "Z" DIRECTION: STTAD FILE NAME
MEMBER LOAD JT Main Jetty_Unit 2_Pos Z_Pile1
Main Jetty_Unit 2_Pos
Main Jetty_Unit 2_Pos
Total with Temperature Rise
Total with Temperature Fall
Z_Pile2 (Temp. Rise)
Z_Pile2 (Tem. Fall)
MOM-Y MOM-Z MOM-R 501
AXIAL
MOM-Y MOM-Z AXIAL MOM-Y MOM-Z
AXIAL
MOM-Y MOM-Z AXIAL
MOM-Y MOM-Z MOM-R AXIAL
301 229 2024.74 -1353.76 -245.57
0.00 0.00 0.00 0.00 0.00 0.00 2024.74 -1353.76 -245.57 1375.85 2024.74 -1353.76 -245.57 1375.85 302 229 1630.97 -1371.98 -107.48
0.00 0.00 0.00 0.00 0.00 0.00 1630.97 -1371.98 -107.48 1376.18 1630.97 -1371.98 -107.48 1376.18 303 229 1895.65 -1513.12 -63.10
0.00 0.00 0.00 0.00 0.00 0.00 1895.65 -1513.12 -63.10 1514.44 1895.65 -1513.12 -63.10 1514.44
304 229 1737.84 -1518.95
0.00 0.00 0.00 0.00 0.00 0.00 1737.84 -1518.95
1518.95 1737.84 -1518.95 -0.93
305 229 1954.57 -890.73 -332.86 47.17 -40.27
93.97 461.09 2001.74 -931.00 -530.48 1071.53 1844.49 -796.76
306 229 1560.73 -908.82 -194.73 47.17 -40.27
93.97 461.09 1607.90 -949.09 -392.35 1026.99 1450.65 -814.85
307 229 1825.44 -1050.00 -150.39 47.17 -40.27
93.97 461.09 1872.61 -1090.27 -348.01 1144.46 1715.36 -956.03
308 229 1667.61 -1055.75 -88.19
47.17 -40.27
93.97 461.09 1714.78 -1096.02 -285.81 1132.67 1557.53 -961.78
502 301 230 4251.21 -1121.21 -20.42
0.00 0.00 0.00 0.00 0.00 0.00 4251.21 -1121.21 -20.42 1121.40 4251.21 -1121.21 -20.42 1121.40
302 230 2372.98 -1235.37 -19.63
0.00 0.00 0.00 0.00 0.00 0.00 2372.98 -1235.37 -19.63 1235.53 2372.98 -1235.37 -19.63 1235.53
303 230 3897.96 -1283.68 133.41
0.00 0.00 0.00 0.00 0.00 0.00 3897.96 -1283.68 133.41 1290.59 3897.96 -1283.68 133.41 1290.59
304 230 3015.73 -1336.09 137.73
0.00 0.00 0.00 0.00 0.00 0.00 3015.73 -1336.09 137.73 1343.17 3015.73 -1336.09 137.73 1343.17
305 230 4372.27 -745.14
15.12 95.02 427.04 4365.79 -785.86 -280.36 834.37 4387.39 -650.12
306 230 2493.83 -859.24
15.12 95.02 427.04 2487.35 -899.96 -279.51 942.37 2508.95 -764.22
307 230 4018.96 -907.53
56.49 -6.48
15.12 95.02 427.04 4012.48 -948.25 -126.53 956.65 4034.08 -812.51
308 230 3136.63 -959.91
60.84 -6.48
15.12 95.02 427.04 3130.15 -1000.63 -122.18 1008.06 3151.75 -864.89
503 301 231 2963.13 -1201.21
45.61 0.00 0.00 0.00 0.00 0.00 0.00 2963.13 -1201.21
45.61 1202.08 2963.13 -1201.21 45.61 1202.08
302 231 1899.05 -1263.67
9.75 0.00 0.00 0.00 0.00 0.00 0.00 1899.05 -1263.67
9.75 1263.71 1899.05 -1263.67
303 231 2893.94 -1327.71 173.97
0.00 0.00 0.00 0.00 0.00 0.00 2893.94 -1327.71 173.97 1339.06 2893.94 -1327.71 173.97 1339.06
304 231 2154.33 -1371.45 184.37
0.00 0.00 0.00 0.00 0.00 0.00 2154.33 -1371.45 184.37 1383.79 2154.33 -1371.45 184.37 1383.79
305 231 2917.09 -825.88
4.27 -41.75
97.43 369.90 2921.36 -867.63 -182.42 886.60 2907.12 -728.45
306 231 1852.92 -888.26
4.27 -41.75
97.43 369.90 1857.19 -930.01 -218.24 955.27 1842.95 -790.83
307 231 2847.88 -952.31
4.27 -41.75
97.43 369.90 2852.15 -994.06
995.53 2837.91 -854.88
308 231 2108.21 -996.00
4.27 -41.75
97.43 369.90 2112.48 -1037.75 -43.63 1038.67 2098.24 -898.57
504 301 232 2461.20 -1163.33
2.66 0.00 0.00 0.00 0.00 0.00 0.00 2461.20 -1163.33
2.66 1163.33 2461.20 -1163.33
302 232 1722.20 -1205.16 -29.24
0.00 0.00 0.00 0.00 0.00 0.00 1722.20 -1205.16 -29.24 1205.51 1722.20 -1205.16 -29.24 1205.51
303 232 2543.74 -1264.26 164.93
0.00 0.00 0.00 0.00 0.00 0.00 2543.74 -1264.26 164.93 1274.97 2543.74 -1264.26 164.93 1274.97
304 232 1830.11 -1306.49 129.90
0.00 0.00 0.00 0.00 0.00 0.00 1830.11 -1306.49 129.90 1312.93 1830.11 -1306.49 129.90 1312.93
305 232 2375.93 -834.85
6.19 -42.35
98.81 312.03 2382.12 -877.20 -207.59 901.43 2361.49 -736.04
306 232 1636.87 -876.59 -105.72
6.19 -42.35
98.81 312.03 1643.06 -918.94 -239.45 949.62 1622.43 -777.78
307 232 2458.45 -935.70
88.41 6.19 -42.35
98.81 312.03 2464.64 -978.05
979.10 2444.01 -836.89
308 232 1744.79 -977.89
53.40 6.19 -42.35
98.81 312.03 1750.98 -1020.24 -80.33 1023.40 1730.35 -879.08
Main Jetty_Unit 2_Pos Z_Pile Moment_SLS_R1 / GA_PZ_SLS_T Sheet No.: 123
516 401 244 2466.29 -1139.18
1.11 0.00 0.00 0.00 0.00 0.00 0.00 2466.29 -1139.18
1.11 1139.18 2466.29 -1139.18
402 244 1722.60 -1181.29
33.75 0.00 0.00 0.00 0.00 0.00 0.00 1722.60 -1181.29
33.75 1181.77 1722.60 -1181.29 33.75 1181.77
403 244 2547.34 -1240.59 -161.18
0.00 0.00 0.00 0.00 0.00 0.00 2547.34 -1240.59 -161.18 1251.02 2547.34 -1240.59 -161.18 1251.02 404 244 1831.74 -1282.92 -125.82
0.00 0.00 0.00 0.00 0.00 0.00 1831.74 -1282.92 -125.82 1289.08 1831.74 -1282.92 -125.82 1289.08 405 244 2381.18 -809.53
77.98 6.35 -42.31
98.74 -313.25 2387.53 -851.84
877.88 2366.35 -710.79 -235.27 748.72
406 244 1637.43 -851.54
6.35 -42.31
98.74 -313.25 1643.78 -893.85
926.77 1622.60 -752.80 -202.67 779.60
407 244 2462.22 -910.85
6.35 -42.31
98.74 -313.25 2468.57 -953.16
49.95 954.47 2447.39 -812.11 -397.55 904.20
408 244 1746.58 -953.14
6.35 -42.31
98.74 -313.25 1752.93 -995.45
85.27 999.10 1731.75 -854.40 -362.23 928.01
517 401 245 2999.26 -1172.96 -38.39
0.00 0.00 0.00 0.00 0.00 0.00 2999.26 -1172.96 -38.39 1173.59 2999.26 -1172.96 -38.39 1173.59
402 245 1919.17 -1236.42
0.00 0.00 0.00 0.00 0.00 0.00 1919.17 -1236.42
1236.42 1919.17 -1236.42 -3.42
403 245 2928.79 -1300.15 -167.63
0.00 0.00 0.00 0.00 0.00 0.00 2928.79 -1300.15 -167.63 1310.91 2928.79 -1300.15 -167.63 1310.91 404 245 2181.59 -1344.35 -178.33
0.00 0.00 0.00 0.00 0.00 0.00 2181.59 -1344.35 -178.33 1356.13 2181.59 -1344.35 -178.33 1356.13 405 245 2953.77 -796.21
31.71 1.92 -41.74
97.40 -371.76 2955.69 -837.95
859.45 2949.30 -698.81 -340.05 777.15
406 245 1873.59 -859.59
66.64 1.92 -41.74
97.40 -371.76 1875.51 -901.33
929.22 1869.12 -762.19 -305.12 820.99
407 245 2883.28 -923.33
1.92 -41.74
97.40 -371.76 2885.20 -965.07
61.80 967.05 2878.81 -825.93 -469.29 949.94
408 245 2136.02 -967.49 -108.25
1.92 -41.74
97.40 -371.76 2137.94 -1009.23
51.08 1010.52 2131.55 -870.09 -480.01 993.71
518 401 246 3923.56 -1095.09
75.63 0.00 0.00 0.00 0.00 0.00 0.00 3923.56 -1095.09
75.63 1097.70 3923.56 -1095.09 75.63 1097.70
402 246 2185.13 -1200.17
54.05 0.00 0.00 0.00 0.00 0.00 0.00 2185.13 -1200.17
54.05 1201.39 2185.13 -1200.17 54.05 1201.39
403 246 3615.89 -1255.46 -83.29
0.00 0.00 0.00 0.00 0.00 0.00 3615.89 -1255.46 -83.29 1258.22 3615.89 -1255.46 -83.29 1258.22
404 246 2792.73 -1304.04 -96.81
0.00 0.00 0.00 0.00 0.00 0.00 2792.73 -1304.04 -96.81 1307.63 2792.73 -1304.04 -96.81 1307.63
405 246 4031.77 -717.54
24.25 94.63 -426.32 4021.38 -758.09
829.74 4056.02 -622.91 -271.73 679.60
406 246 2293.16 -822.56
24.25 94.63 -426.32 2282.77 -863.11
919.02 2317.41 -727.93 -293.36 784.82
407 246 3724.05 -877.84
24.25 94.63 -426.32 3713.66 -918.39
935.55 3748.30 -783.21 -430.65 893.80
408 246 2900.80 -926.37
24.25 94.63 -426.32 2890.41 -966.92
980.87 2925.05 -831.74 -444.20 942.92
519 401 247 1809.84 -1286.95 242.00
0.00 0.00 0.00 0.00 0.00 0.00 1809.84 -1286.95 242.00 1309.51 1809.84 -1286.95 242.00 1309.51
402 247 1296.17 -1312.93 117.43
0.00 0.00 0.00 0.00 0.00 0.00 1296.17 -1312.93 117.43 1318.17 1296.17 -1312.93 117.43 1318.17
403 247 1637.61 -1446.51
67.78 0.00 0.00 0.00 0.00 0.00 0.00 1637.61 -1446.51
67.78 1448.10 1637.61 -1446.51 67.78 1448.10
404 247 1429.93 -1455.55
9.19 0.00 0.00 0.00 0.00 0.00 0.00 1429.93 -1455.55
9.19 1455.58 1429.93 -1455.55
405 247 1752.15 -829.23
53.26 -40.46
94.41 -452.01 1805.41 -869.69
524.11 1015.41 1627.86 -734.82 -121.63 744.82
406 247 1238.40 -855.08
53.26 -40.46
94.41 -452.01 1291.66 -895.54
980.60 1114.11 -760.67 -246.25 799.54
407 247 1579.89 -988.71
53.26 -40.46
94.41 -452.01 1633.15 -1029.17 349.88 1087.02 1455.60 -894.30 -295.86 941.97
408 247 1372.17 -997.67
97.53 53.26 -40.46
94.41 -452.01 1425.43 -1038.13 291.26 1078.21 1247.88 -903.26 -354.48 970.33
Maximum Vertical Load, P max =
4387.39 kN
Minimum Vertical Load, P min =
1114.11 kN
Maximum Moment, M max =
1518.95 kNm
Main Jetty_Unit 2_Pos Z_Pile Moment_SLS_R1 / GA_PZ_SLS_T Sheet No.: 124
SUMMARY OF FORCES FOR PILES IN GRID "A" FOR SLS CONDITION AT FIXITY LEVEL FOR FORCES ACTING IN POSITIVE "Z" DIRECTION: STAAD FILE NAME
Total with Temperature Rise
Total with Temperature Fall
MEMBER LOAD JT Main Jetty_Unit 2_Pos Z_Pile1
Main Jetty_Unit 2_Pos
Main Jetty_Unit 2_Pos
Z_Pile2 (Temp. Rise)
Z_Pile2 (Temp. Fall)
AXIAL
MOM-Y MOM-Z AXIAL MOM-Y MOM-Z
AXIAL MOM-Y MOM-Z
AXIAL
MOM-Y
MOM-Z MOM-R
AXIAL
MOM-Y
MOM-Z MOM-R
501 301 329 -2420.62 -1491.50 -187.31
-1491.50 -187.31 1503.22 302 329 -2026.85 -1497.06 -115.26
0.00 0.00 0.00 0.00 0.00 0.00 -2420.62 -1491.50 -187.31 1503.22 -2420.62
-1497.06 -115.26 1501.49 303 329 -2291.53 -1662.18
0.00 0.00 0.00 0.00 0.00 0.00 -2026.85 -1497.06 -115.26 1501.49 -2026.85
0.00 0.00 0.00 0.00 0.00 0.00 -2291.53 -1662.18
1662.18 -2291.53
-1662.18 -4.03
28.32 1663.03 305 329 -2350.44 -982.02 -276.15 -47.17 -44.42 -220.07 110.08 103.66 513.49 -2397.61 -1026.44 -496.22 1140.09 -2240.36
304 329 -2133.72 -1662.79 28.32 0.00 0.00 0.00 0.00 0.00 0.00 -2133.72 -1662.79
28.32 1663.03 -2133.72
237.34 909.86 306 329 -1956.61 -987.42 -204.04 -47.17 -44.42 -220.07 110.08 103.66 513.49 -2003.78 -1031.84 -424.11 1115.60 -1846.53
309.45 936.37 307 329 -2221.32 -1152.59 -92.87 -47.17 -44.42 -220.07 110.08 103.66 513.49 -2268.49 -1197.01 -312.94 1237.24 -2111.24
-1048.93 420.62 1130.12 308 329 -2063.48 -1153.12 -60.48 -47.17 -44.42 -220.07 110.08 103.66 513.49 -2110.65 -1197.54 -280.55 1229.96 -1953.40
502 301 330 -4647.09 -1336.97 -68.72
0.00 0.00 0.00 0.00 0.00 0.00 -4647.09 -1336.97
-68.72 1338.73 -4647.09
-1336.97 -68.72 1338.73
302 330 -2768.85 -1393.27 -68.86
0.00 0.00 0.00 0.00 0.00 0.00 -2768.85 -1393.27
-68.86 1394.97 -2768.85
-1393.27 -68.86 1394.97
303 330 -4293.83 -1500.48 99.52 0.00 0.00 0.00 0.00 0.00 0.00 -4293.83 -1500.48
99.52 1503.78 -4293.83
304 330 -3411.61 -1525.62 101.44
0.00 0.00 0.00 0.00 0.00 0.00 -3411.61 -1525.62
101.44 1528.99 -3411.61
305 330 -4768.15 -895.78 -152.23
6.48 -45.13 -198.66
-15.12 105.30 463.55 -4761.67
-350.89 1004.21 -4783.27
306 330 -2889.71 -951.97 -152.32
6.48 -45.13 -198.66
-15.12 105.30 463.55 -2883.23
-350.98 1057.07 -2904.83
307 330 -4414.83 -1059.21 16.01 6.48 -45.13 -198.66
-15.12 105.30 463.55 -4408.35 -1104.34 -182.65 1119.34 -4429.95
308 330 -3532.51 -1084.28 17.97 6.48 -45.13 -198.66
-15.12 105.30 463.55 -3526.03 -1129.41 -180.69 1143.77 -3547.63
503 301 331 -3359.01 -1340.78 -33.75
0.00 0.00 0.00 0.00 0.00 0.00 -3359.01 -1340.78
-33.75 1341.20 -3359.01
-1340.78 -33.75 1341.20
302 331 -2294.93 -1370.20 -53.16
0.00 0.00 0.00 0.00 0.00 0.00 -2294.93 -1370.20
-53.16 1371.23 -2294.93
-1370.20 -53.16 1371.23
303 331 -3289.82 -1475.93 120.96
0.00 0.00 0.00 0.00 0.00 0.00 -3289.82 -1475.93
120.96 1480.88 -3289.82
304 331 -2550.21 -1496.75 126.08
0.00 0.00 0.00 0.00 0.00 0.00 -2550.21 -1496.75
126.08 1502.05 -2550.21
305 331 -3312.97 -928.00 -113.33 -4.27
-46.11 -172.07
9.97 107.60 401.50 -3317.24
-285.40 1015.06 -3303.00
306 331 -2248.79 -957.30 -132.69 -4.27
-46.11 -172.07
9.97 107.60 401.50 -2253.06 -1003.41 -304.76 1048.67 -2238.82
307 331 -3243.76 -1063.07 41.38 -4.27
-46.11 -172.07
9.97 107.60 401.50 -3248.03 -1109.18 -130.69 1116.85 -3233.79
308 331 -2504.09 -1083.82 46.53 -4.27
-46.11 -172.07
9.97 107.60 401.50 -2508.36 -1129.93 -125.54 1136.88 -2494.12
504 301 332 -2857.08 -1284.16 -56.39
0.00 0.00 0.00 0.00 0.00 0.00 -2857.08 -1284.16
-56.39 1285.40 -2857.08
-1284.16 -56.39 1285.40
302 332 -2118.08 -1303.04 -73.71
0.00 0.00 0.00 0.00 0.00 0.00 -2118.08 -1303.04
-73.71 1305.12 -2118.08
-1303.04 -73.71 1305.12
303 332 -2939.61 -1396.80 115.88
0.00 0.00 0.00 0.00 0.00 0.00 -2939.61 -1396.80
115.88 1401.60 -2939.61
304 332 -2225.99 -1416.98 97.11 0.00 0.00 0.00 0.00 0.00 0.00 -2225.99 -1416.98
97.11 1420.30 -2225.99
305 332 -2771.81 -922.22 -139.22 -6.19
-46.83 -145.33
14.44 109.27 339.10 -2778.00
-284.55 1009.96 -2757.37
306 332 -2032.75 -940.98 -156.49 -6.19
-46.83 -145.33
14.44 109.27 339.10 -2038.94
-301.82 1032.89 -2018.31
307 332 -2854.33 -1034.77 33.05 -6.19
-46.83 -145.33
14.44 109.27 339.10 -2860.52 -1081.60 -112.28 1087.41 -2839.89
308 332 -2140.66 -1054.89 14.31 -6.19
-46.83 -145.33
14.44 109.27 339.10 -2146.85 -1101.72 -131.02 1109.48 -2126.22
Main Jetty_Unit 2_Pos Z_Pile Moment_SLS_R1 / GA_PZ_SLS_B Sheet No.: 125
401 344 -2862.17 -1257.87 61.50 0.00 0.00 0.00 0.00 0.00 0.00 -2862.17 -1257.87
61.50 1259.37 -2862.17
402 344 -2118.48 -1276.87 79.20 0.00 0.00 0.00 0.00 0.00 0.00 -2118.48 -1276.87
79.20 1279.32 -2118.48
403 344 -2943.22 -1370.97 -110.89
-1370.97 -110.89 1375.45 404 344 -2227.62 -1391.19 -91.95
0.00 0.00 0.00 0.00 0.00 0.00 -2943.22 -1370.97 -110.89 1375.45 -2943.22
0.00 0.00 0.00 0.00 0.00 0.00 -2227.62 -1391.19
-91.95 1394.23 -2227.62
-1391.19 -91.95 1394.23
405 344 -2777.05 -894.64 144.74 -6.35
14.83 109.18 -340.39 -2783.40
406 344 -2033.31 -913.52 162.40 -6.35
14.83 109.18 -340.39 -2039.66
308.28 1008.58 -2018.48
407 344 -2858.09 -1007.66 -27.64
14.83 109.18 -340.39 -2864.44 -1054.45
118.24 1061.06 -2843.26
408 344 -2142.46 -1027.81
14.83 109.18 -340.39 -2148.81 -1074.60
137.14 1083.32 -2127.63
401 345 -3395.14 -1309.75 40.66 0.00 0.00 0.00 0.00 0.00 0.00 -3395.14 -1309.75
40.66 1310.38 -3395.14
402 345 -2315.05 -1339.67 59.59 0.00 0.00 0.00 0.00 0.00 0.00 -2315.05 -1339.67
59.59 1340.99 -2315.05
403 345 -3324.67 -1445.54 -114.63
-1445.54 -114.63 1450.08 404 345 -2577.47 -1466.58 -119.91
0.00 0.00 0.00 0.00 0.00 0.00 -3324.67 -1445.54 -114.63 1450.08 -3324.67
-1466.58 -119.91 1471.47 405 345 -3349.65 -895.40 120.81 -1.92
0.00 0.00 0.00 0.00 0.00 0.00 -2577.47 -1466.58 -119.91 1471.47 -2577.47
4.47 107.53 -403.12 -3351.57
406 345 -2269.47 -925.20 139.70 -1.92
4.47 107.53 -403.12 -2271.39
312.47 1020.31 -2265.00
407 345 -3279.16 -1031.10 -34.47
-923.57 -437.59 1021.99 408 345 -2531.90 -1052.08 -39.79
4.47 107.53 -403.12 -3281.08 -1077.18
138.30 1086.02 -3274.69
-944.55 -442.91 1043.24 518
4.47 107.53 -403.12 -2533.82 -1098.16
132.98 1106.18 -2527.43
401 346 -4319.44 -1304.47 100.84
0.00 0.00 0.00 0.00 0.00 0.00 -4319.44 -1304.47
100.84 1308.36 -4319.44
402 346 -2581.01 -1355.96 90.05 0.00 0.00 0.00 0.00 0.00 0.00 -2581.01 -1355.96
90.05 1358.95 -2581.01
403 346 -4011.77 -1467.21 -70.20
0.00 0.00 0.00 0.00 0.00 0.00 -4011.77 -1467.21
-70.20 1468.89 -4011.77
-1467.21 -70.20 1468.89
404 346 -3188.61 -1490.31 -76.97
0.00 0.00 0.00 0.00 0.00 0.00 -3188.61 -1490.31
-76.97 1492.30 -3188.61
-1490.31 -76.97 1492.30
405 346 -4427.65 -861.49 185.70 10.39 -45.01
-24.25 105.02 -463.82 -4417.26
406 346 -2689.03 -912.87 174.86 10.39 -45.01
-24.25 105.02 -463.82 -2678.64
373.64 1028.17 -2713.28
-919.12 -449.16 1023.00 408 346 -3296.68 -1047.17
407 346 -4119.93 -1024.14 14.66 10.39 -45.01
-24.25 105.02 -463.82 -4109.54 -1069.15
213.44 1090.25 -4144.18
-942.15 -455.96 1046.68 519
7.86 10.39 -45.01
-24.25 105.02 -463.82 -3286.29 -1092.18
206.64 1111.56 -3320.93
401 347 -2205.72 -1429.36 188.48
0.00 0.00 0.00 0.00 0.00 0.00 -2205.72 -1429.36
188.48 1441.73 -2205.72
402 347 -1692.04 -1439.01 123.53
0.00 0.00 0.00 0.00 0.00 0.00 -1692.04 -1439.01
123.53 1444.30 -1692.04
403 347 -2033.49 -1598.89
9.39 0.00 0.00 0.00 0.00 0.00 0.00 -2033.49 -1598.89
9.39 1598.92 -2033.49
404 347 -1825.81 -1601.19 -21.08
0.00 0.00 0.00 0.00 0.00 0.00 -1825.81 -1601.19
-21.08 1601.33 -1825.81
-1601.19 -21.08 1601.33
405 347 -2148.02 -925.88 278.20 -53.26 -44.58
215.73 124.29 104.02 -503.36 -2201.28
493.93 1088.93 -2023.73
406 347 -1634.28 -935.38 213.20 -53.26 -44.58
215.73 124.29 104.02 -503.36 -1687.54
428.93 1069.72 -1509.99
407 347 -1975.77 -1095.31 99.11 -53.26 -44.58
215.73 124.29 104.02 -503.36 -2029.03 -1139.89
314.84 1182.57 -1851.48
-991.29 -404.25 1070.55
-993.50 -434.76 1084.46 Maximum Vertical Load, P max =
408 347 -1768.05 -1097.52 68.60 -53.26 -44.58
215.73 124.29 104.02 -503.36 -1821.31 -1142.10
284.33 1176.96 -1643.76
4783.27 kN
Minimum Vertical Load, P min =
1509.99 kN
Maximum Moment, M max =
1663.03 kNm
Main Jetty_Unit 2_Pos Z_Pile Moment_SLS_R1 / GA_PZ_SLS_B Sheet No.: 126
SUMMARY OF FORCES FOR PILES IN GRID "B" FOR SLS CONDITION AT TOP FOR FORCES ACTING IN POSITIVE "Z" DIRECTION: STAAD FILE NAME
Total with Temperature Fall MEMBER LOAD JT
Main Jetty_Unit 2_Pos
Main Jetty_Unit 2_Pos
Main Jetty_Unit 2_Pos
Total with Temperature Rise
Z_Pile1
Z_Pile2 (Temp.e Rise)
Z_Pile2 (Temp. Fall)
AXIAL MOM-Y MOM-Z AXIAL MOM-Y MOM-Z AXIAL MOM-Y MOM-Z
AXIAL
MOM-Y MOM-Z MOM-R
AXIAL
MOM-Y MOM-Z MOM-R
250 2008.64 -1544.30 -222.00 0.00 0.00 0.00 0.00 0.00 0.00 2008.64 -1544.30 -222.00 1560.18
2008.64 -1544.30 -222.00 1560.18
250 2023.43 -1559.10 -227.25 0.00 0.00 0.00 0.00 0.00 0.00 2023.43 -1559.10 -227.25 1575.57
2023.43 -1559.10 -227.25 1575.57
303 250 1975.45 -1727.37 -77.84
0.00 0.00 0.00 0.00 0.00 0.00 1975.45 -1727.37 -77.84
1975.45 -1727.37 -77.84
304 250 1981.51 -1731.63 -80.38
0.00 0.00 0.00 0.00 0.00 0.00 1981.51 -1731.63 -80.38
1981.51 -1731.63 -80.38
305 250 2029.73 -1003.61 -277.66 40.37 -24.43 -213.96 -94.20
57.01 499.21 2070.10 -1028.04 -491.62 1139.54
1935.53 -946.60 221.55
306 250 2044.54 -1018.24 -282.87 40.37 -24.43 -213.96 -94.20
57.01 499.21 2084.91 -1042.67 -496.83 1154.99
1950.34 -961.23 216.34
307 250 1996.54 -1186.58 -133.50 40.37 -24.43 -213.96 -94.20
57.01 499.21 2036.91 -1211.01 -347.46 1259.87
1902.34 -1129.57 365.71 1187.30
308 250 2002.61 -1190.74 -136.01 40.37 -24.43 -213.96 -94.20
57.01 499.21 2042.98 -1215.17 -349.97 1264.56
1908.41 -1133.73 363.20 1190.49
521 301 251 2729.24 -1440.36 -77.23
0.00 0.00 0.00 0.00 0.00 0.00 2729.24 -1440.36 -77.23
2729.24 -1440.36 -77.23
302 251 2818.44 -1547.20 -78.24
0.00 0.00 0.00 0.00 0.00 0.00 2818.44 -1547.20 -78.24
2818.44 -1547.20 -78.24
251 2803.16 -1628.39 82.01 0.00 0.00 0.00 0.00 0.00 0.00 2803.16 -1628.39 82.01 1630.45
2803.16 -1628.39 82.01 1630.45
251 2844.30 -1677.32 81.08 0.00 0.00 0.00 0.00 0.00 0.00 2844.30 -1677.32 81.08 1679.28
2844.30 -1677.32 81.08 1679.28
251 2926.81 -931.97 -122.61 -23.71 -24.96 -204.52 55.34 58.24 477.23 2903.10 -956.93 -327.13 1011.30
2982.15 -873.73 354.62
251 3016.18 -1038.65 -123.56 -23.71 -24.96 -204.52 55.34 58.24 477.23 2992.47 -1063.61 -328.08 1113.06
3071.52 -980.41 353.67 1042.25
251 3000.77 -1119.91 36.64 -23.71 -24.96 -204.52 55.34 58.24 477.23 2977.06 -1144.87 -167.88 1157.11
3056.11 -1061.67 513.87 1179.49
251 3041.99 -1168.74 35.75 -23.71 -24.96 -204.52 55.34 58.24 477.23 3018.28 -1193.70 -168.77 1205.57
3097.33 -1110.50 512.98 1223.26
522 301 252 2589.75 -1382.57 -78.73
0.00 0.00 0.00 0.00 0.00 0.00 2589.75 -1382.57 -78.73
2589.75 -1382.57 -78.73
302 252 2634.06 -1438.60 -77.50
0.00 0.00 0.00 0.00 0.00 0.00 2634.06 -1438.60 -77.50
2634.06 -1438.60 -77.50
252 2621.88 -1530.72 81.57 0.00 0.00 0.00 0.00 0.00 0.00 2621.88 -1530.72 81.57 1532.89
2621.88 -1530.72 81.57 1532.89
252 2653.42 -1570.46 81.42 0.00 0.00 0.00 0.00 0.00 0.00 2653.42 -1570.46 81.42 1572.57
2653.42 -1570.46 81.42 1572.57
305 252 2612.52 -944.37 -117.19 -8.44
-25.98 -175.78 19.69 60.63 410.16 2604.08 -970.35 -292.97 1013.61
2632.21 -883.74 292.97
306 252 2656.88 -1000.25 -115.89 -8.44
-25.98 -175.78 19.69 60.63 410.16 2648.44 -1026.23 -291.67 1066.87
2676.57 -939.62 294.27
252 2644.65 -1092.43 43.11 -8.44
-25.98 -175.78 19.69 60.63 410.16 2636.21 -1118.41 -132.67 1126.25
2664.34 -1031.80 453.27 1126.97
252 2676.24 -1132.08 43.01 -8.44
-25.98 -175.78 19.69 60.63 410.16 2667.80 -1158.06 -132.77 1165.65
2695.93 -1071.45 453.17 1163.34
523 301 253 2458.75 -1318.78 -80.26
0.00 0.00 0.00 0.00 0.00 0.00 2458.75 -1318.78 -80.26
2458.75 -1318.78 -80.26
302 253 2491.79 -1357.40 -80.03
0.00 0.00 0.00 0.00 0.00 0.00 2491.79 -1357.40 -80.03
2491.79 -1357.40 -80.03
253 2488.60 -1439.70 76.23 0.00 0.00 0.00 0.00 0.00 0.00 2488.60 -1439.70 76.23 1441.72
2488.60 -1439.70 76.23 1441.72
253 2521.51 -1479.19 76.43 0.00 0.00 0.00 0.00 0.00 0.00 2521.51 -1479.19 76.43 1481.16
2521.51 -1479.19 76.43 1481.16
305 253 2452.67 -935.29 -126.10 -8.00
-26.79 -148.42 18.67 62.51 346.31 2444.67 -962.08 -274.52 1000.48
2471.34 -872.78 220.21
306 253 2485.74 -973.77 -125.82 -8.00
-26.79 -148.42 18.67 62.51 346.31 2477.74 -1000.56 -274.24 1037.46
2504.41 -911.26 220.49
253 2482.52 -1056.12 30.39 -8.00
-26.79 -148.42 18.67 62.51 346.31 2474.52 -1082.91 -118.03 1089.32
2501.19 -993.61 376.70 1062.62
253 2515.46 -1095.53 30.63 -8.00
-26.79 -148.42 18.67 62.51 346.31 2507.46 -1122.32 -117.79 1128.48
2534.13 -1033.02 376.94 1099.64
Main Jetty_Unit 2_Pos Z_Pile Moment_SLS_R1 / GB_PZ_SLS_T Sheet No.: 127
265 2462.63 -1291.10 81.62 0.00 0.00 0.00 0.00 0.00 0.00 2462.63 -1291.10 81.62 1293.68
2462.63 -1291.10 81.62 1293.68
265 2495.68 -1329.90 81.29 0.00 0.00 0.00 0.00 0.00 0.00 2495.68 -1329.90 81.29 1332.38
2495.68 -1329.90 81.29 1332.38
403 265 2492.25 -1412.53 -75.03
0.00 0.00 0.00 0.00 0.00 0.00 2492.25 -1412.53 -75.03
2492.25 -1412.53 -75.03
404 265 2525.15 -1452.08 -75.27
0.00 0.00 0.00 0.00 0.00 0.00 2525.15 -1452.08 -75.27
2525.15 -1452.08 -75.27
405 265 2456.64 -906.25 127.65 -7.74
-26.75 148.96 18.07 62.42 -347.57 2448.90 -933.00 276.61
2474.71 -843.83 -219.92
406 265 2489.72 -944.91 127.26 -7.74
-26.75 148.96 18.07 62.42 -347.57 2481.98 -971.66 276.22 1010.16
2507.79 -882.49 -220.31
407 265 2486.25 -1027.59 -29.00 -7.74
-26.75 148.96 18.07 62.42 -347.57 2478.51 -1054.34 119.96 1061.14
2504.32 -965.17 -376.57 1036.03
408 265 2519.19 -1067.06 -29.28 -7.74
-26.75 148.96 18.07 62.42 -347.57 2511.45 -1093.81 119.68 1100.34
2537.26 -1004.64 -376.85 1072.99
266 2630.01 -1349.01 77.96 0.00 0.00 0.00 0.00 0.00 0.00 2630.01 -1349.01 77.96 1351.26
2630.01 -1349.01 77.96 1351.26
266 2675.75 -1406.07 76.82 0.00 0.00 0.00 0.00 0.00 0.00 2675.75 -1406.07 76.82 1408.17
2675.75 -1406.07 76.82 1408.17
403 266 2664.63 -1497.98 -82.81
0.00 0.00 0.00 0.00 0.00 0.00 2664.63 -1497.98 -82.81
2664.63 -1497.98 -82.81
404 266 2696.79 -1538.19 -82.63
0.00 0.00 0.00 0.00 0.00 0.00 2696.79 -1538.19 -82.63
2696.79 -1538.19 -82.63
266 2653.74 -909.11 116.56 -10.59 -25.92 176.72 24.71 60.49 -412.36 2643.15 -935.03 293.28
2678.45 -848.62 -295.80
266 2699.54 -966.02 115.36 -10.59 -25.92 176.72 24.71 60.49 -412.36 2688.95 -991.94 292.08 1034.05
2724.25 -905.53 -297.00
266 2688.36 -1057.99 -44.22 -10.59 -25.92 176.72 24.71 60.49 -412.36 2677.77 -1083.91 132.50 1091.98
2713.07 -997.50 -456.58 1097.03
266 2720.57 -1098.11 -44.08 -10.59 -25.92 176.72 24.71 60.49 -412.36 2709.98 -1124.03 132.64 1131.83
2745.28 -1037.62 -456.44 1133.58
537 401 267 2477.74 -1404.55 134.98
0.00 0.00 0.00 0.00 0.00 0.00 2477.74 -1404.55 134.98 1411.02
2477.74 -1404.55 134.98 1411.02
402 267 2560.54 -1502.95 136.55
0.00 0.00 0.00 0.00 0.00 0.00 2560.54 -1502.95 136.55 1509.14
2560.54 -1502.95 136.55 1509.14
403 267 2554.62 -1590.88 -23.34
0.00 0.00 0.00 0.00 0.00 0.00 2554.62 -1590.88 -23.34
2554.62 -1590.88 -23.34
404 267 2593.08 -1636.24 -22.16
0.00 0.00 0.00 0.00 0.00 0.00 2593.08 -1636.24 -22.16
2593.08 -1636.24 -22.16
267 2667.58 -894.51 182.29 -29.63 -24.85 204.22 69.15 58.00 -476.52 2637.95 -919.36 386.51
2736.73 -836.51 -294.23
267 2750.53 -992.76 183.80 -29.63 -24.85 204.22 69.15 58.00 -476.52 2720.90 -1017.61 388.02 1089.08
2819.68 -934.76 -292.72
267 2744.49 -1080.75 23.96 -29.63 -24.85 204.22 69.15 58.00 -476.52 2714.86 -1105.60 228.18 1128.90
2813.64 -1022.75 -452.56 1118.40
267 2783.03 -1126.02 25.11 -29.63 -24.85 204.22 69.15 58.00 -476.52 2753.40 -1150.87 229.33 1173.50
2852.18 -1068.02 -451.41 1159.50
538 401 268 1486.70 -1479.57 213.41
0.00 0.00 0.00 0.00 0.00 0.00 1486.70 -1479.57 213.41 1494.88
1486.70 -1479.57 213.41 1494.88
402 268 1506.55 -1501.50 218.61
0.00 0.00 0.00 0.00 0.00 0.00 1506.55 -1501.50 218.61 1517.33
1506.55 -1501.50 218.61 1517.33
268 1448.34 -1662.12 68.94 0.00 0.00 0.00 0.00 0.00 0.00 1448.34 -1662.12 68.94 1663.55
1448.34 -1662.12 68.94 1663.55
268 1456.51 -1669.34 71.52 0.00 0.00 0.00 0.00 0.00 0.00 1456.51 -1669.34 71.52 1670.87
1456.51 -1669.34 71.52 1670.87
268 1514.53 -945.15 270.62 48.22 -24.61 210.88 -112.53 57.42 -492.04 1562.75 -969.76 481.50 1082.72
1402.00 -887.73 -221.42
268 1534.41 -966.90 275.77 48.22 -24.61 210.88 -112.53 57.42 -492.04 1582.63 -991.51 486.65 1104.50
1421.88 -909.48 -216.27
268 1476.18 -1127.59 126.14 48.22 -24.61 210.88 -112.53 57.42 -492.04 1524.40 -1152.20 337.02 1200.48
1363.65 -1070.17 -365.90 1130.99
268 1484.36 -1134.71 128.69 48.22 -24.61 210.88 -112.53 57.42 -492.04 1532.58 -1159.32 339.57 1208.03
1371.83 -1077.29 -363.35 1136.92
Maximum Vertical Load, P max =
3097.33 kN
Minimum Vertical Load, P min =
1363.65 kN
Maximum Moment, M max =
1733.49 kNm
Main Jetty_Unit 2_Pos Z_Pile Moment_SLS_R1 / GB_PZ_SLS_T Sheet No.: 128
SUMMARY OF FORCES FOR PILES IN GRID "B" FOR SLS CONDITION AT FIXITY LEVEL FOR FORCES ACTING IN POSITIVE "Z" DIRECTION: STAAD FILE NAME
MEMBER LOAD JT
Main Jetty_Unit 2_Pos
Main Jetty_Unit 2_Pos
Main Jetty_Unit 2_Pos
Total with Temperature Rise
Total with Temperature Fall
Z_Pile1
Z_Pile2 (Temp. Rise)
Z_Pile2 (Temp. Fall)
MOM-Y MOM-Z MOM-R 520
AXIAL
MOM-Y MOM-Z AXIAL MOM-Y MOM-Z AXIAL MOM-Y MOM-Z AXIAL
MOM-Y MOM-Z MOM-R
AXIAL
301 350 -2346.78 -1783.81 -207.22
0.00 0.00 0.00 0.00 0.00 0.00 -2346.78 -1783.81 -207.22 1795.81 -2346.78 -1783.81 -207.22 1795.81
302 350 -2361.57 -1787.03 -210.33
0.00 0.00 0.00 0.00 0.00 0.00 -2361.57 -1787.03 -210.33 1799.37 -2361.57 -1787.03 -210.33 1799.37
303 350 -2313.58 -1979.38 -40.07
0.00 0.00 0.00 0.00 0.00 0.00 -2313.58 -1979.38 -40.07 1979.79 -2313.58 -1979.38 -40.07 1979.79
304 350 -2319.65 -1978.86 -41.69
0.00 0.00 0.00 0.00 0.00 0.00 -2319.65 -1978.86 -41.69 1979.30 -2319.65 -1978.86 -41.69 1979.30
94.20 62.17 571.30 -2408.24 -1222.06 -507.91 1323.41 -2273.67 -1133.24 308.24 1174.41 306
305 350 -2367.87 -1195.41 -263.06 -40.37 -26.65 -244.85
94.20 62.17 571.30 -2423.05 -1225.10 -510.97 1327.39 -2288.48 -1136.28 305.18 1176.55 307
350 -2382.68 -1198.45 -266.12 -40.37 -26.65 -244.85
94.20 62.17 571.30 -2375.05 -1417.52 -340.76 1457.90 -2240.48 -1328.70 475.39 1411.18 308
350 -2334.68 -1390.87 -95.91 -40.37 -26.65 -244.85
94.20 62.17 571.30 -2381.12 -1416.89 -342.34 1457.66 -2246.55 -1328.07 473.81 1410.06 521
350 -2340.75 -1390.24 -97.49 -40.37 -26.65 -244.85
301 351 -3067.38 -1690.87 -130.99
0.00 0.00 0.00 0.00 0.00 0.00 -3067.38 -1690.87 -130.99 1695.94 -3067.38 -1690.87 -130.99 1695.94
302 351 -3156.58 -1742.99 -131.86
0.00 0.00 0.00 0.00 0.00 0.00 -3156.58 -1742.99 -131.86 1747.97 -3156.58 -1742.99 -131.86 1747.97
351 -3141.29 -1878.89 44.06 0.00 0.00 0.00 0.00 0.00 0.00 -3141.29 -1878.89 44.06 1879.41 -3141.29 -1878.89 44.06 1879.41
351 -3182.44 -1902.09 43.31 0.00 0.00 0.00 0.00 0.00 0.00 -3182.44 -1902.09 43.31 1902.58 -3182.44 -1902.09 43.31 1902.58
64.07 523.20 -3241.24 -1173.97 -405.45 1242.01 -3320.29 -1082.44 341.98 1135.18 306
351 -3264.95 -1146.51 -181.22 23.71 -27.46 -224.23 -55.34
64.07 523.20 -3330.61 -1225.91 -406.26 1291.47 -3409.66 -1134.38 341.17 1184.57 307
351 -3354.32 -1198.45 -182.03 23.71 -27.46 -224.23 -55.34
64.07 523.20 -3315.20 -1361.88 -230.40 1381.23 -3394.25 -1270.35 517.03 1371.54 308
351 -3338.91 -1334.42
23.71 -27.46 -224.23 -55.34
64.07 523.20 -3356.42 -1384.98 -231.11 1404.13 -3435.47 -1293.45 516.32 1392.69 522
351 -3380.13 -1357.52
23.71 -27.46 -224.23 -55.34
301 352 -2927.89 -1618.07 -131.88
0.00 0.00 0.00 0.00 0.00 0.00 -2927.89 -1618.07 -131.88 1623.44 -2927.89 -1618.07 -131.88 1623.44
302 352 -2972.20 -1643.73 -131.57
0.00 0.00 0.00 0.00 0.00 0.00 -2972.20 -1643.73 -131.57 1648.99 -2972.20 -1643.73 -131.57 1648.99
352 -2960.02 -1774.40 43.60 0.00 0.00 0.00 0.00 0.00 0.00 -2960.02 -1774.40 43.60 1774.94 -2960.02 -1774.40 43.60 1774.94
352 -2991.56 -1792.97 43.29 0.00 0.00 0.00 0.00 0.00 0.00 -2991.56 -1792.97 43.29 1793.49 -2991.56 -1792.97 43.29 1793.49
66.50 451.41 -2942.21 -1169.93 -371.70 1227.56 -2970.34 -1074.93 273.17 1109.10 306
305 352 -2950.65 -1141.43 -178.24
8.44 -28.50 -193.46 -19.69
66.50 451.41 -2986.58 -1195.42 -371.32 1251.76 -3014.71 -1100.42 273.55 1133.91 307
352 -2995.02 -1166.92 -177.86
8.44 -28.50 -193.46 -19.69
66.50 451.41 -2974.35 -1326.15 -196.21 1340.59 -3002.48 -1231.15 448.66 1310.35 308
352 -2982.79 -1297.65
8.44 -28.50 -193.46 -19.69
66.50 451.41 -3005.93 -1344.62 -196.48 1358.90 -3034.06 -1249.62 448.39 1327.63 523
352 -3014.37 -1316.12
8.44 -28.50 -193.46 -19.69
301 353 -2796.89 -1542.60 -132.64
0.00 0.00 0.00 0.00 0.00 0.00 -2796.89 -1542.60 -132.64 1548.29 -2796.89 -1542.60 -132.64 1548.29
302 353 -2829.93 -1559.41 -132.86
0.00 0.00 0.00 0.00 0.00 0.00 -2829.93 -1559.41 -132.86 1565.06 -2829.93 -1559.41 -132.86 1565.06
353 -2826.74 -1674.22 40.66 0.00 0.00 0.00 0.00 0.00 0.00 -2826.74 -1674.22 40.66 1674.71 -2826.74 -1674.22 40.66 1674.71
353 -2859.65 -1692.87 40.54 0.00 0.00 0.00 0.00 0.00 0.00 -2859.65 -1692.87 40.54 1693.36 -2859.65 -1692.87 40.54 1693.36
68.56 381.39 -2782.81 -1154.03 -346.17 1204.83 -2809.48 -1056.09 198.67 1074.61 306
305 353 -2790.81 -1124.65 -182.72
8.00 -29.38 -163.45 -18.67
68.56 381.39 -2815.88 -1170.70 -346.33 1220.85 -2842.55 -1072.76 198.51 1090.97 307
353 -2823.88 -1141.32 -182.88
8.00 -29.38 -163.45 -18.67
68.56 381.39 -2812.66 -1285.56 -172.87 1297.13 -2839.33 -1187.62 371.97 1244.51 308
353 -2820.66 -1256.18
8.00 -29.38 -163.45 -18.67
353 -2853.60 -1274.74
8.00 -29.38 -163.45 -18.67
68.56 381.39 -2845.60 -1304.12 -172.95 1315.54 -2872.27 -1206.18 371.89 1262.21
Main Jetty_Unit 2_Pos Z_Pile Moment_SLS_R1 / GB_PZ_SLS_B Sheet No.: 129
535 401 365 -2800.77 -1512.49 134.59
0.00 0.00 0.00 0.00 0.00 0.00 -2800.77 -1512.49 134.59 1518.47 -2800.77 -1512.49 134.59 1518.47 402
0.00 0.00 0.00 0.00 0.00 0.00 -2833.82 -1529.38 134.74 1535.30 -2833.82 -1529.38 134.74 1535.30 403
365 -2833.82 -1529.38 134.74
365 -2830.38 -1644.64 -38.87
0.00 0.00 0.00 0.00 0.00 0.00 -2830.38 -1644.64 -38.87 1645.10 -2830.38 -1644.64 -38.87 1645.10
404 365 -2863.29 -1663.30 -38.78
0.00 0.00 0.00 0.00 0.00 0.00 -2863.29 -1663.30 -38.78 1663.75 -2863.29 -1663.30 -38.78 1663.75
405 365 -2794.78 -1093.08 184.90
7.74 -29.34
164.05 -18.07
68.46 -382.78 -2787.04 -1122.42 348.95 1175.41 -2812.85 -1024.62 -197.88 1043.55
406 365 -2827.85 -1109.82 184.99
7.74 -29.34
164.05 -18.07
68.46 -382.78 -2820.11 -1139.16 349.04 1191.43 -2845.92 -1041.36 -197.79 1059.98
365 -2824.39 -1225.13 11.43 7.74 -29.34
164.05 -18.07
68.46 -382.78 -2816.65 -1254.47 175.48 1266.68 -2842.46 -1156.67 -371.35 1214.82
365 -2857.32 -1243.70 11.48 7.74 -29.34
164.05 -18.07
68.46 -382.78 -2849.58 -1273.04 175.53 1285.08 -2875.39 -1175.24 -371.30 1232.50
536 401 366 -2968.15 -1581.93 132.70
0.00 0.00 0.00 0.00 0.00 0.00 -2968.15 -1581.93 132.70 1587.49 -2968.15 -1581.93 132.70 1587.49 402
0.00 0.00 0.00 0.00 0.00 0.00 -3013.89 -1608.11 132.43 1613.55 -3013.89 -1608.11 132.43 1613.55 403
366 -3013.89 -1608.11 132.43
366 -3002.77 -1739.00 -43.11
0.00 0.00 0.00 0.00 0.00 0.00 -3002.77 -1739.00 -43.11 1739.53 -3002.77 -1739.00 -43.11 1739.53
404 366 -3034.93 -1757.80 -42.79
0.00 0.00 0.00 0.00 0.00 0.00 -3034.93 -1757.80 -42.79 1758.32 -3034.93 -1757.80 -42.79 1758.32
366 -2991.88 -1103.45 179.26 10.59 -28.44
194.27 -24.71
66.36 -453.30 -2981.29 -1131.89 373.53 1191.93 -3016.59 -1037.09 -274.04 1072.69
366 -3037.68 -1129.46 178.92 10.59 -28.44
194.27 -24.71
66.36 -453.30 -3027.09 -1157.90 373.19 1216.55 -3062.39 -1063.10 -274.38 1097.94
407 366 -3026.50 -1260.42
3.44 10.59 -28.44
194.27 -24.71
66.36 -453.30 -3015.91 -1288.86 197.71 1303.94 -3051.21 -1194.06 -449.86 1275.99
408 366 -3058.71 -1279.12
3.72 10.59 -28.44
194.27 -24.71
66.36 -453.30 -3048.12 -1307.56 197.99 1322.46 -3083.42 -1212.76 -449.58 1293.41
537 401 367 -2815.88 -1650.57 162.66
0.00 0.00 0.00 0.00 0.00 0.00 -2815.88 -1650.57 162.66 1658.57 -2815.88 -1650.57 162.66 1658.57 402
0.00 0.00 0.00 0.00 0.00 0.00 -2898.67 -1698.20 163.82 1706.08 -2898.67 -1698.20 163.82 1706.08 403
367 -2898.67 -1698.20 163.82
367 -2892.76 -1838.07 -11.97
0.00 0.00 0.00 0.00 0.00 0.00 -2892.76 -1838.07 -11.97 1838.11 -2892.76 -1838.07 -11.97 1838.11
404 367 -2931.22 -1859.37 -11.10
0.00 0.00 0.00 0.00 0.00 0.00 -2931.22 -1859.37 -11.10 1859.40 -2931.22 -1859.37 -11.10 1859.40
367 -3005.72 -1104.19 214.05 29.63 -27.37
224.39 -69.15
63.86 -523.57 -2976.09 -1131.56 438.44 1213.53 -3074.87 -1040.33 -309.52 1085.40
367 -3088.67 -1151.65 215.15 29.63 -27.37
224.39 -69.15
63.86 -523.57 -3059.04 -1179.02 439.54 1258.29 -3157.82 -1087.79 -308.42 1130.67
367 -3082.63 -1291.59 39.41 29.63 -27.37
224.39 -69.15
63.86 -523.57 -3053.00 -1318.96 263.80 1345.08 -3151.78 -1227.73 -484.16 1319.75
367 -3121.17 -1312.78 40.25 29.63 -27.37
224.39 -69.15
63.86 -523.57 -3091.54 -1340.15 264.64 1366.03 -3190.32 -1248.92 -483.32 1339.18
538 401 368 -1824.84 -1718.82 203.92
0.00 0.00 0.00 0.00 0.00 0.00 -1824.84 -1718.82 203.92 1730.87 -1824.84 -1718.82 203.92 1730.87 402
0.00 0.00 0.00 0.00 0.00 0.00 -1844.69 -1725.82 206.99 1738.19 -1844.69 -1725.82 206.99 1738.19 403
368 -1844.69 -1725.82 206.99
368 -1786.47 -1912.68 36.55 0.00 0.00 0.00 0.00 0.00 0.00 -1786.47 -1912.68 36.55 1913.03 -1786.47 -1912.68 36.55 1913.03
368 -1794.65 -1913.72 38.17 0.00 0.00 0.00 0.00 0.00 0.00 -1794.65 -1913.72 38.17 1914.10 -1794.65 -1913.72 38.17 1914.10
405 368 -1852.67 -1137.43 260.68 -48.22 -26.81
62.55 -561.41 -1900.89 -1164.24 501.29 1267.58 -1740.14 -1074.88 -300.73 1116.16
406 368 -1872.55 -1144.25 263.70 -48.22 -26.81
62.55 -561.41 -1920.77 -1171.06 504.31 1275.03 -1760.02 -1081.70 -297.71 1121.92
368 -1814.32 -1331.18 93.30 -48.22 -26.81
62.55 -561.41 -1862.54 -1357.99 333.91 1398.44 -1701.79 -1268.63 -468.11 1352.24
368 -1822.50 -1332.11 94.89 -48.22 -26.81
62.55 -561.41 -1870.72 -1358.92 335.50 1399.72 -1709.97 -1269.56 -466.52 1352.56
Maximum Vertical Load, P max =
3435.47 kN
Minimum Vertical Load, P min =
1701.79 kN
Maximum Moment, M max =
1979.79 kNm
Main Jetty_Unit 2_Pos Z_Pile Moment_SLS_R1 / GB_PZ_SLS_B Sheet No.: 130
SUMMARY OF FORCES FOR PILES IN GRID "C" FOR SLS CONDITION AT TOP FOR FORCES ACTING IN POSITIVE "Z" DIRECTION: STAAD FILE NAME
MEMBER LOAD JT
Main Jetty_Unit 2_Pos
Main Jetty_Unit 2_Pos
Main Jetty_Unit 2_Pos Z_Pile2
Total with Temperature Rise
Total with Temperature Fall
Z_Pile1
Z_Pile2 (Temp. Rise)
(Temp. Fall)
MOM-Y MOM-Z MOM-R AXIAL MOM-Y MOM-Z MOM-R 539
AXIAL
MOM-Y MOM-Z AXIAL MOM-Y MOM-Z
AXIAL
MOM-Y MOM-Z
AXIAL
301 271 2958.51 -2082.88 -293.27
0.00 0.00 0.00 0.00 0.00 0.00 2958.51 -2082.88 -293.27 2103.42 2958.51 -2082.88 -293.27 2103.42
302 271 3283.01 -2077.60 -431.98
0.00 0.00 0.00 0.00 0.00 0.00 3283.01 -2077.60 -431.98 2122.03 3283.01 -2077.60 -431.98 2122.03
303 271 3013.89 -2317.67 -152.16
0.00 0.00 0.00 0.00 0.00 0.00 3013.89 -2317.67 -152.16 2322.66 3013.89 -2317.67 -152.16 2322.66
304 271 3144.04 -2313.40 -214.28
0.00 0.00 0.00 0.00 0.00 0.00 3144.04 -2313.40 -214.28 2323.30 3144.04 -2313.40 -214.28 2323.30
305 271 2926.21 -1367.05 -302.32 47.63 -2.23
5.20 674.99 2973.84 -1369.28 -591.61 1491.62 2815.08 -1361.85 372.67 1411.92
306 271 3250.70 -1361.52 -440.94 47.63 -2.23
5.20 674.99 3298.33 -1363.75 -730.23 1546.95 3139.57 -1356.32 234.05 1376.37
307 271 2981.58 -1601.69 -161.19 47.63 -2.23
5.20 674.99 3029.21 -1603.92 -450.48 1665.98 2870.45 -1596.49 513.80 1677.13
5.20 674.99 3159.35 -1599.51 -512.55 1679.62 3000.59 -1592.08 451.73 1654.93 540
308 271 3111.72 -1597.28 -223.26 47.63 -2.23
301 272 3865.56 -2017.32 -206.25
0.00 0.00 0.00 0.00 0.00 0.00 3865.56 -2017.32 -206.25 2027.84 3865.56 -2017.32 -206.25 2027.84
302 272 5557.71 -2036.00 -203.78
0.00 0.00 0.00 0.00 0.00 0.00 5557.71 -2036.00 -203.78 2046.17 5557.71 -2036.00 -203.78 2046.17
303 272 4430.60 -2235.44 -11.56
0.00 0.00 0.00 0.00 0.00 0.00 4430.60 -2235.44 -11.56 2235.47 4430.60 -2235.44 -11.56 2235.47
304 272 5220.66 -2243.04 -13.03
0.00 0.00 0.00 0.00 0.00 0.00 5220.66 -2243.04 -13.03 2243.08 5220.66 -2243.04 -13.03 2243.08
305 272 3842.60 -1360.82 -215.13 -34.82
81.26 6.98 630.37 3807.78 -1363.81 -485.28 1447.58 3923.86 -1353.84 415.24 1416.09 306 272 5534.82 -1379.19 -212.57 -34.82
81.26 6.98 630.37 5500.00 -1382.18 -482.72 1464.05 5616.08 -1372.21 417.80 1434.40 307 272 4407.66 -1578.78 -20.43
81.26 6.98 630.37 4372.84 -1581.77 -290.58 1608.24 4488.92 -1571.80 609.94 1686.00 308 272 5197.74 -1586.22 -21.84
81.26 6.98 630.37 5162.92 -1589.21 -291.99 1615.81 5279.00 -1579.24 608.53 1692.43 541
301 273 3528.81 -1910.92 -173.50
0.00 0.00 0.00 0.00 0.00 0.00 3528.81 -1910.92 -173.50 1918.78 3528.81 -1910.92 -173.50 1918.78
302 273 4432.12 -1916.97 -144.04
0.00 0.00 0.00 0.00 0.00 0.00 4432.12 -1916.97 -144.04 1922.37 4432.12 -1916.97 -144.04 1922.37 303 273 3725.42 -2098.01 35.38 0.00 0.00 0.00 0.00 0.00 0.00 3725.42 -2098.01 35.38 2098.31 3725.42 -2098.01 35.38 2098.31 304 273 4360.39 -2103.31 19.87 0.00 0.00 0.00 0.00 0.00 0.00 4360.39 -2103.31 19.87 2103.40 4360.39 -2103.31 19.87 2103.40
305 273 3503.56 -1331.32 -181.89 -16.84
39.29 9.72 544.70 3486.72 -1335.48 -415.33 1398.57 3542.85 -1321.60 362.81 1370.50 306 273 4406.89 -1337.13 -152.33 -16.84
39.29 9.72 544.70 4390.05 -1341.29 -385.77 1395.66 4446.18 -1327.41 392.37 1384.19
307 273 3700.17 -1518.28 27.01 -16.84
39.29 9.72 544.70 3683.33 -1522.44 -206.43 1536.37 3739.46 -1508.56 571.71 1613.26
39.29 9.72 544.70 4318.31 -1527.59 -221.88 1543.62 4374.44 -1513.71 556.26 1612.68 542
308 273 4335.15 -1523.43 11.56 -16.84
301 274 3356.74 -1811.11 -199.87
0.00 0.00 0.00 0.00 0.00 0.00 3356.74 -1811.11 -199.87 1822.11 3356.74 -1811.11 -199.87 1822.11
302 274 4021.02 -1814.10 -168.29
0.00 0.00 0.00 0.00 0.00 0.00 4021.02 -1814.10 -168.29 1821.89 4021.02 -1814.10 -168.29 1821.89
303 274 3431.73 -1971.66
0.00 0.00 0.00 0.00 0.00 0.00 3431.73 -1971.66
1971.66 3431.73 -1971.66 -2.62 1971.66 304 274 4072.39 -1977.68 34.80 0.00 0.00 0.00 0.00 0.00 0.00 4072.39 -1977.68 34.80 1977.99 4072.39 -1977.68 34.80 1977.99
35.14 12.42 459.32 3315.32 -1308.12 -405.57 1369.55 3365.52 -1290.38 250.60 1314.49 306 274 3994.65 -1305.58 -177.05 -15.06
305 274 3330.38 -1302.80 -208.72 -15.06
35.14 12.42 459.32 3979.59 -1310.90 -373.90 1363.18 4029.79 -1293.16 282.27 1323.61 307 274 3405.36 -1463.23 -11.45
35.14 12.42 459.32 3390.30 -1468.55 -208.30 1483.25 3440.50 -1450.81 447.87 1518.37
308 274 4046.01 -1469.13 26.02 -15.06
35.14 12.42 459.32 4030.95 -1474.45 -170.83 1484.31 4081.15 -1456.71 485.34 1535.43
Main Jetty_Unit 2_Pos Z_Pile Moment_SLS_R1 / GC_PZ_SLS_T Sheet No.: 131
554 401 286 3363.24 -1774.77 195.85
0.00 0.00 0.00 0.00 0.00 0.00 3363.24 -1774.77 195.85 1785.54 3363.24 -1774.77 195.85 1785.54 402 286 4029.92 -1777.74 163.66
0.00 0.00 0.00 0.00 0.00 0.00 4029.92 -1777.74 163.66 1785.26 4029.92 -1777.74 163.66 1785.26 403 286 3438.65 -1935.93
0.00 0.00 0.00 0.00 0.00 0.00 3438.65 -1935.93
1935.93 3438.65 -1935.93 -1.65 1935.93
404 286 4080.28 -1941.93 -39.34
0.00 0.00 0.00 0.00 0.00 0.00 4080.28 -1941.93 -39.34 1942.33 4080.28 -1941.93 -39.34 1942.33
405 286 3336.85 -1264.68 204.62
34.36 12.29 -461.04 3322.12 -1269.95 402.21 1332.12 3371.21 -1252.39 -256.42 1278.37
406 286 4003.52 -1267.44 172.35
34.36 12.29 -461.04 3988.79 -1272.71 369.94 1325.39 4037.88 -1255.15 -288.69 1287.92
407 286 3412.24 -1425.72
7.11 -14.73
34.36 12.29 -461.04 3397.51 -1430.99 204.70 1445.56 3446.60 -1413.43 -453.93 1484.53
408 286 4053.87 -1431.58 -30.63
34.36 12.29 -461.04 4039.14 -1436.85 166.96 1446.52 4088.23 -1419.29 -491.67 1502.04
555 401 287 3552.24 -1866.29 174.14
0.00 0.00 0.00 0.00 0.00 0.00 3552.24 -1866.29 174.14 1874.40 3552.24 -1866.29 174.14 1874.40 402 287 4473.35 -1872.55 144.36
0.00 0.00 0.00 0.00 0.00 0.00 4473.35 -1872.55 144.36 1878.11 4473.35 -1872.55 144.36 1878.11 403 287 3756.28 -2054.20 -35.29
0.00 0.00 0.00 0.00 0.00 0.00 3756.28 -2054.20 -35.29 2054.50 3756.28 -2054.20 -35.29 2054.50
404 287 4399.33 -2059.58 -19.99
0.00 0.00 0.00 0.00 0.00 0.00 4399.33 -2059.58 -19.99 2059.68 4399.33 -2059.58 -19.99 2059.68
405 287 3527.00 -1284.44 182.49
46.85 9.46 -547.52 3506.92 -1288.49 417.14 1354.33 3573.85 -1274.98 -365.03 1326.21
406 287 4448.12 -1290.46 152.63
46.85 9.46 -547.52 4428.04 -1294.51 387.28 1351.20 4494.97 -1281.00 -394.89 1340.48
407 287 3731.03 -1472.22 -26.95
46.85 9.46 -547.52 3710.95 -1476.27 207.70 1490.81 3777.88 -1462.76 -574.47 1571.52
408 287 4374.09 -1477.45 -11.71
46.85 9.46 -547.52 4354.01 -1481.50 222.94 1498.18 4420.94 -1467.99 -559.23 1570.90
556 401 288 3522.43 -1956.30 247.95
0.00 0.00 0.00 0.00 0.00 0.00 3522.43 -1956.30 247.95 1971.95 3522.43 -1956.30 247.95 1971.95 402 288 5093.32 -1972.85 267.87
0.00 0.00 0.00 0.00 0.00 0.00 5093.32 -1972.85 267.87 1990.95 5093.32 -1972.85 267.87 1990.95
403 288 4060.00 -2174.77 60.26 0.00 0.00 0.00 0.00 0.00 0.00 4060.00 -2174.77 60.26 2175.60 4060.00 -2174.77 60.26 2175.60 404 288 4798.99 -2181.45 71.50 0.00 0.00 0.00 0.00 0.00 0.00 4798.99 -2181.45 71.50 2182.62 4798.99 -2181.45 71.50 2182.62
405 288 3498.07 -1297.44 256.76
96.92 6.84 -629.22 3456.54 -1300.37 526.42 1402.88 3594.99 -1290.60 -372.46 1343.27
406 288 5069.01 -1313.69 276.60
96.92 6.84 -629.22 5027.48 -1316.62 546.26 1425.44 5165.93 -1306.85 -352.62 1353.59
407 288 4035.64 -1515.75 69.06 -41.53
96.92 6.84 -629.22 3994.11 -1518.68 338.72 1555.99 4132.56 -1508.91 -560.16 1609.53
408 288 4774.66 -1522.27 80.24 -41.53
96.92 6.84 -629.22 4733.13 -1525.20 349.90 1564.82 4871.58 -1515.43 -548.98 1611.80
557 401 289 2214.01 -1985.51 312.34
0.00 0.00 0.00 0.00 0.00 0.00 2214.01 -1985.51 312.34 2009.93 2214.01 -1985.51 312.34 2009.93 402 289 2640.17 -1981.98 437.24
0.00 0.00 0.00 0.00 0.00 0.00 2640.17 -1981.98 437.24 2029.64 2640.17 -1981.98 437.24 2029.64 403 289 2289.16 -2217.31 169.79
0.00 0.00 0.00 0.00 0.00 0.00 2289.16 -2217.31 169.79 2223.80 2289.16 -2217.31 169.79 2223.80 404 289 2461.57 -2213.80 228.09
0.00 0.00 0.00 0.00 0.00 0.00 2461.57 -2213.80 228.09 2225.52 2461.57 -2213.80 228.09 2225.52 405 289 2183.29 -1278.27 321.22
57.28 -2.42
5.64 -662.38 2240.57 -1280.69 605.11 1416.45 2049.63 -1272.63 -341.16 1317.56
406 289 2609.43 -1274.49 446.04
57.28 -2.42
5.64 -662.38 2666.71 -1276.91 729.93 1470.82 2475.77 -1268.85 -216.34 1287.16
407 289 2258.44 -1509.92 178.66
57.28 -2.42
5.64 -662.38 2315.72 -1512.34 462.55 1581.49 2124.78 -1504.28 -483.72 1580.14
408 289 2430.83 -1506.27 236.90
57.28 -2.42
5.64 -662.38 2488.11 -1508.69 520.79 1596.05 2297.17 -1500.63 -425.48 1559.78
Maximum Vertical Load, P max =
5616.08 kN
Minimum Vertical Load, P min =
2049.63 kN
Maximum Moment, M max =
2323.30 kNm
Main Jetty_Unit 2_Pos Z_Pile Moment_SLS_R1 / GC_PZ_SLS_T Sheet No.: 132
SUMMARY OF FORCES FOR PILES IN GRID "C" FOR SLS CONDITION AT FIXITY LEVEL FOR FORCES ACTING IN POSITIVE "Z" DIRECTION: STAAD FILE NAME
MEMBER LOAD JT
Main Jetty_Unit 2_Pos
Main Jetty_Unit 2_Pos
Main Jetty_Unit 2_Pos
Total with Temperature Rise
Total with Temperature Fall
Z_Pile1
Z_Pile2 (Temp. Rise)
Z_Pile2 (Temp. Fall)
MOM-Y MOM-Z MOM-R 539
AXIAL
MOM-Y MOM-Z AXIAL MOM-Y MOM-Z AXIAL MOM-Y MOM-Z AXIAL
MOM-Y MOM-Z MOM-R AXIAL
301 371 -3253.34 -2502.65 -305.51 0.00 0.00 0.00 0.00 0.00 0.00 -3253.34 -2502.65 -305.51 2521.23 -3253.34 -2502.65 -305.51 2521.23 302 371 -3577.85 -2493.70 -379.32 0.00 0.00 0.00 0.00 0.00 0.00 -3577.85 -2493.70 -379.32 2522.38 -3577.85 -2493.70 -379.32 2522.38 303 371 -3308.73 -2760.13 -119.47 0.00 0.00 0.00 0.00 0.00 0.00 -3308.73 -2760.13 -119.47 2762.71 -3308.73 -2760.13 -119.47 2762.71 304 371 -3438.87 -2754.17 -152.59 0.00 0.00 0.00 0.00 0.00 0.00 -3438.87 -2754.17 -152.59 2758.39 -3438.87 -2754.17 -152.59 2758.39
305 371 -3221.05 -1715.90 -315.41 -47.63 -2.55 -330.14 111.13
5.94 770.31 -3268.68 -1718.45 -645.55 1835.70 -3109.92 -1709.96 454.90 1769.43
306 371 -3545.53 -1706.69 -389.13 -47.63 -2.55 -330.14 111.13
5.94 770.31 -3593.16 -1709.24 -719.27 1854.41 -3434.40 -1700.75 381.18 1742.94
307 371 -3276.42 -1973.22 -129.35 -47.63 -2.55 -330.14 111.13
5.94 770.31 -3324.05 -1975.77 -459.49 2028.50 -3165.29 -1967.28 640.96 2069.06
308 371 -3406.55 -1967.11 -162.42 -47.63 -2.55 -330.14 111.13
5.94 770.31 -3454.18 -1969.66 -492.56 2030.31 -3295.42 -1961.17 607.89 2053.22
301 372 -4160.39 -2415.88 -259.41 0.00 0.00 0.00 0.00 0.00 0.00 -4160.39 -2415.88 -259.41 2429.77 -4160.39 -2415.88 -259.41 2429.77 302 372 -5852.54 -2420.14 -258.17 0.00 0.00 0.00 0.00 0.00 0.00 -5852.54 -2420.14 -258.17 2433.87 -5852.54 -2420.14 -258.17 2433.87
303 372 -4725.44 -2650.78 -44.85
0.00 0.00 0.00 0.00 0.00 0.00 -4725.44 -2650.78 -44.85 2651.16 -4725.44 -2650.78 -44.85 2651.16
304 372 -5515.49 -2651.53 -45.71
0.00 0.00 0.00 0.00 0.00 0.00 -5515.49 -2651.53 -45.71 2651.92 -5515.49 -2651.53 -45.71 2651.92
305 372 -4137.44 -1697.73 -269.13 34.82
-3.67 -299.01 -81.26
8.57 697.70 -4102.62 -1701.40 -568.14 1793.75 -4218.70 -1689.16 428.57 1742.68
306 372 -5829.65 -1701.71 -267.79 34.82
-3.67 -299.01 -81.26
8.57 697.70 -5794.83 -1705.38 -566.80 1797.10 -5910.91 -1693.14 429.91 1746.87
307 372 -4702.49 -1932.47 -54.55 34.82 -3.67 -299.01 -81.26
8.57 697.70 -4667.67 -1936.14 -353.56 1968.16 -4783.75 -1923.90 643.15 2028.55
308 372 -5492.57 -1933.06 -55.35 34.82 -3.67 -299.01 -81.26
8.57 697.70 -5457.75 -1936.73 -354.36 1968.88 -5573.83 -1924.49 642.35 2028.86
301 373 -3823.64 -2303.48 -242.01 0.00 0.00 0.00 0.00 0.00 0.00 -3823.64 -2303.48 -242.01 2316.16 -3823.64 -2303.48 -242.01 2316.16 302 373 -4726.96 -2301.48 -226.43 0.00 0.00 0.00 0.00 0.00 0.00 -4726.96 -2301.48 -226.43 2312.59 -4726.96 -2301.48 -226.43 2312.59
303 373 -4020.26 -2507.64 -19.99
0.00 0.00 0.00 0.00 0.00 0.00 -4020.26 -2507.64 -19.99 2507.72 -4020.26 -2507.64 -19.99 2507.72
304 373 -4655.23 -2507.37 -28.31
0.00 0.00 0.00 0.00 0.00 0.00 -4655.23 -2507.37 -28.31 2507.53 -4655.23 -2507.37 -28.31 2507.53
305 373 -3798.40 -1666.47 -251.41 16.84
-4.97 -258.61 -39.29
11.59 603.43 -3781.56 -1671.44 -510.02 1747.52 -3837.69 -1654.88 352.02 1691.91
306 373 -4701.72 -1664.23 -235.73 16.84
-4.97 -258.61 -39.29
11.59 603.43 -4684.88 -1669.20 -494.34 1740.86 -4741.01 -1652.64 367.70 1693.05
307 373 -3995.00 -1870.49 -29.36 16.84 -4.97 -258.61 -39.29
11.59 603.43 -3978.16 -1875.46 -287.97 1897.44 -4034.29 -1858.90 574.07 1945.52
308 373 -4629.98 -1870.08 -37.63 16.84 -4.97 -258.61 -39.29
11.59 603.43 -4613.14 -1875.05 -296.24 1898.31 -4669.27 -1858.49 565.80 1942.71
301 374 -3651.57 -2194.52 -255.87 0.00 0.00 0.00 0.00 0.00 0.00 -3651.57 -2194.52 -255.87 2209.39 -3651.57 -2194.52 -255.87 2209.39 302 374 -4315.85 -2191.35 -239.16 0.00 0.00 0.00 0.00 0.00 0.00 -4315.85 -2191.35 -239.16 2204.36 -4315.85 -2191.35 -239.16 2204.36
303 374 -3726.56 -2370.71 -40.12
0.00 0.00 0.00 0.00 0.00 0.00 -3726.56 -2370.71 -40.12 2371.05 -3726.56 -2370.71 -40.12 2371.05
304 374 -4367.22 -2371.14 -20.29
0.00 0.00 0.00 0.00 0.00 0.00 -4367.22 -2371.14 -20.29 2371.23 -4367.22 -2371.14 -20.29 2371.23
305 374 -3625.21 -1635.28 -265.62 15.06
-6.19 -218.33 -35.14
14.45 509.45 -3610.15 -1641.47 -483.95 1711.32 -3660.35 -1620.83 243.83 1639.07
306 374 -4289.49 -1631.89 -248.82 15.06
-6.19 -218.33 -35.14
14.45 509.45 -4274.43 -1638.08 -467.15 1703.39 -4324.63 -1617.44 260.63 1638.30
307 374 -3700.20 -1811.34 -49.85 15.06 -6.19 -218.33 -35.14
14.45 509.45 -3685.14 -1817.53 -268.18 1837.21 -3735.34 -1796.89 459.60 1854.74
308 374 -4340.85 -1811.64 -29.97 15.06 -6.19 -218.33 -35.14
14.45 509.45 -4325.79 -1817.83 -248.30 1834.71 -4375.99 -1797.19 479.48 1860.05
Main Jetty_Unit 2_Pos Z_Pile Moment_SLS_R1 / GC_PZ_SLS_B Sheet No.: 133
401 386 -3658.07 -2154.43 252.28 0.00 0.00 0.00 0.00 0.00 0.00 -3658.07 -2154.43 252.28 2169.15 -3658.07 -2154.43 252.28 2169.15 402 386 -4324.75 -2151.22 235.23 0.00 0.00 0.00 0.00 0.00 0.00 -4324.75 -2151.22 235.23 2164.04 -4324.75 -2151.22 235.23 2164.04
403 386 -3733.48 -2331.27 36.36 0.00 0.00 0.00 0.00 0.00 0.00 -3733.48 -2331.27 36.36 2331.55 -3733.48 -2331.27
404 386 -4375.12 -2331.68 16.38 0.00 0.00 0.00 0.00 0.00 0.00 -4375.12 -2331.68 16.38 2331.74 -4375.12 -2331.68
405 386 -3631.68 -1593.23 261.96 14.73 -6.13
219.14 -34.36
14.31 -511.34 -3616.95 -1599.36 481.10 1670.15 -3666.04 -1578.92 -249.38 1598.49
406 386 -4298.35 -1589.79 244.82 14.73 -6.13
219.14 -34.36
14.31 -511.34 -4283.62 -1595.92 463.96 1661.99 -4332.71 -1575.48 -266.52 1597.86
407 386 -3707.07 -1769.95 46.02 14.73 -6.13
219.14 -34.36
14.31 -511.34 -3692.34 -1776.08 265.16 1795.76 -3741.43 -1755.64 -465.32 1816.26
408 386 -4348.71 -1770.21 25.98 14.73 -6.13
219.14 -34.36
14.31 -511.34 -4333.98 -1776.34 245.12 1793.17 -4383.07 -1755.90 -485.36 1821.75
401 387 -3847.08 -2255.04 240.91 0.00 0.00 0.00 0.00 0.00 0.00 -3847.08 -2255.04 240.91 2267.87 -3847.08 -2255.04 240.91 2267.87 402 387 -4768.18 -2253.12 225.13 0.00 0.00 0.00 0.00 0.00 0.00 -4768.18 -2253.12 225.13 2264.34 -4768.18 -2253.12 225.13 2264.34
403 387 -4051.12 -2460.06 18.55 0.00 0.00 0.00 0.00 0.00 0.00 -4051.12 -2460.06 18.55 2460.13 -4051.12 -2460.06
404 387 -4694.17 -2459.81 26.75 0.00 0.00 0.00 0.00 0.00 0.00 -4694.17 -2459.81 26.75 2459.96 -4694.17 -2459.81
405 387 -3821.83 -1615.58 250.25 20.08 -4.87
259.67 -46.85
11.37 -605.91 -3801.75 -1620.45 509.92 1698.79 -3868.68 -1604.21 -355.66 1643.16
406 387 -4742.95 -1613.41 234.38 20.08 -4.87
259.67 -46.85
11.37 -605.91 -4722.87 -1618.28 494.05 1692.02 -4789.80 -1602.04 -371.53 1644.56
407 387 -4025.87 -1820.45 27.88 20.08 -4.87
259.67 -46.85
11.37 -605.91 -4005.79 -1825.32 287.55 1847.83 -4072.72 -1809.08 -578.03 1899.18
408 387 -4668.92 -1820.06 36.01 20.08 -4.87
259.67 -46.85
11.37 -605.91 -4648.84 -1824.93 295.68 1848.73 -4715.77 -1808.69 -569.90 1896.35
401 388 -3817.26 -2354.74 280.16 0.00 0.00 0.00 0.00 0.00 0.00 -3817.26 -2354.74 280.16 2371.35 -3817.26 -2354.74 280.16 2371.35 402 388 -5388.15 -2357.82 290.80 0.00 0.00 0.00 0.00 0.00 0.00 -5388.15 -2357.82 290.80 2375.69 -5388.15 -2357.82 290.80 2375.69
403 388 -4354.83 -2590.34 69.27 0.00 0.00 0.00 0.00 0.00 0.00 -4354.83 -2590.34 69.27 2591.27 -4354.83 -2590.34
404 388 -5093.82 -2590.56 75.31 0.00 0.00 0.00 0.00 0.00 0.00 -5093.82 -2590.56 75.31 2591.65 -5093.82 -2590.56
405 388 -3792.90 -1633.80 289.79 41.53 -3.60
299.17 -96.92
8.39 -698.08 -3751.37 -1637.40 588.96 1740.10 -3889.82 -1625.41 -408.29 1675.91
406 388 -5363.84 -1636.59 300.34 41.53 -3.60
299.17 -96.92
8.39 -698.08 -5322.31 -1640.19 599.51 1746.32 -5460.76 -1628.20 -397.74 1676.08
407 388 -4330.47 -1869.23 78.88 41.53 -3.60
299.17 -96.92
8.39 -698.08 -4288.94 -1872.83 378.05 1910.61 -4427.39 -1860.84 -619.20 1961.16
408 388 -5069.49 -1869.29 84.87 41.53 -3.60
299.17 -96.92
8.39 -698.08 -5027.96 -1872.89 384.04 1911.86 -5166.41 -1860.90 -613.21 1959.33
401 389 -2508.84 -2409.44 314.28 0.00 0.00 0.00 0.00 0.00 0.00 -2508.84 -2409.44 314.28 2429.85 -2508.84 -2409.44 314.28 2429.85 402 389 -2935.00 -2401.46 380.73 0.00 0.00 0.00 0.00 0.00 0.00 -2935.00 -2401.46 380.73 2431.45 -2935.00 -2401.46 380.73 2431.45 403 389 -2584.00 -2663.39 127.41 0.00 0.00 0.00 0.00 0.00 0.00 -2584.00 -2663.39 127.41 2666.44 -2584.00 -2663.39 127.41 2666.44 404 389 -2756.40 -2657.86 158.48 0.00 0.00 0.00 0.00 0.00 0.00 -2756.40 -2657.86 158.48 2662.58 -2756.40 -2657.86 158.48 2662.58
405 389 -2478.12 -1632.29 324.01 -57.28 -2.74
6.38 -755.43 -2535.40 -1635.03 647.77 1758.67 -2344.46 -1625.91 -431.42 1682.17
406 389 -2904.27 -1624.04 390.38 -57.28 -2.74
6.38 -755.43 -2961.55 -1626.78 714.14 1776.63 -2770.61 -1617.66 -365.05 1658.34
407 389 -2553.27 -1886.08 137.12 -57.28 -2.74
6.38 -755.43 -2610.55 -1888.82 460.88 1944.24 -2419.61 -1879.70 -618.31 1978.78
408 389 -2725.66 -1880.40 168.14 -57.28 -2.74
6.38 -755.43 -2782.94 -1883.14 491.90 1946.33 -2592.00 -1874.02 -587.29 1963.89
Maximum Vertical Load, P max =
5910.91 kN
Minimum Vertical Load, P min =
2344.46 kN
Maximum Moment, M max =
2762.71 kNm
Main Jetty_Unit 2_Pos Z_Pile Moment_SLS_R1 / GC_PZ_SLS_B Sheet No.: 134
SUMMARY OF FORCES FOR PILES IN GRID "D" FOR SLS CONDITION AT TOP FOR FORCES ACTING IN POSITIVE "Z" DIRECTION: STAAD FILE NAME
MEMBER LOAD JT Main Jetty_Unit 2_Pos Z_Pile1 Main Jetty_Unit 2_Pos
Main Jetty_Unit 2_Pos
Total with Temperature Rise
Total with Temperature Fall
Z_Pile2 (Temp. Rise)
Z_Pile2 (Temp. Fall)
MOM-Y MOM-Z AXIAL MOM-Y MOM-Z AXIAL MOM-Y MOM-Z AXIAL MOM-Y MOM-Z MOM-R AXIAL MOM-Y MOM-Z MOM-R 558
AXIAL
301 292 1826.31 -2206.83 -484.52 0.00 0.00 0.00 0.00 0.00 0.00 1826.31 -2206.83 -484.52 2259.39 1826.31 -2206.83 -484.52 2259.39 302 292 1864.32 -2172.56 -489.17 0.00 0.00 0.00 0.00 0.00 0.00 1864.32 -2172.56 -489.17 2226.95 1864.32 -2172.56 -489.17 2226.95 303 292 1744.61 -2501.89 -275.59 0.00 0.00 0.00 0.00 0.00 0.00 1744.61 -2501.89 -275.59 2517.02 1744.61 -2501.89 -275.59 2517.02 304 292 1760.15 -2485.40 -277.65 0.00 0.00 0.00 0.00 0.00 0.00 1760.15 -2485.40 -277.65 2500.86 1760.15 -2485.40 -277.65 2500.86
305 292 1948.92 -1287.35 -385.98 88.38 56.54 -397.29 -206.26 -131.91 926.95 2037.30 -1230.81 -783.27 1458.91 1742.66 -1419.26 540.97 1518.86 306 292 1986.94 -1252.79 -390.50 88.38 56.54 -397.29 -206.26 -131.91 926.95 2075.32 -1196.25 -787.79 1432.35 1780.68 -1384.70 536.45 1484.98 307 292 1867.25 -1582.25 -177.01 88.38 56.54 -397.29 -206.26 -131.91 926.95 1955.63 -1525.71 -574.30 1630.22 1660.99 -1714.16 749.94 1871.03 308 292 1882.79 -1565.58 -178.99 88.38 56.54 -397.29 -206.26 -131.91 926.95 1971.17 -1509.04 -576.28 1615.33 1676.53 -1697.49 747.96 1854.97
301 293 2321.63 -2010.61 -458.94 0.00 0.00 0.00 0.00 0.00 0.00 2321.63 -2010.61 -458.94 2062.32 2321.63 -2010.61 -458.94 2062.32 302 293 2457.14 -1888.84 -458.86 0.00 0.00 0.00 0.00 0.00 0.00 2457.14 -1888.84 -458.86 1943.78 2457.14 -1888.84 -458.86 1943.78 303 293 2333.39 -2244.56 -237.39 0.00 0.00 0.00 0.00 0.00 0.00 2333.39 -2244.56 -237.39 2257.08 2333.39 -2244.56 -237.39 2257.08 304 293 2398.52 -2186.28 -237.72 0.00 0.00 0.00 0.00 0.00 0.00 2398.52 -2186.28 -237.72 2199.17 2398.52 -2186.28 -237.72 2199.17
305 293 2450.02 -1179.31 -355.63 -24.80 55.44 -368.57 57.90 -129.36 860.01 2425.22 -1123.87 -724.20 1336.99 2507.92 -1308.67 504.38 1402.50 306 293 2585.53 -1057.27 -355.41 -24.80 55.44 -368.57 57.90 -129.36 860.01 2560.73 -1001.83 -723.98 1236.05 2643.43 -1186.63 504.60 1289.46 307 293 2461.79 -1413.10 -134.04 -24.80 55.44 -368.57 57.90 -129.36 860.01 2436.99 -1357.66 -502.61 1447.71 2519.69 -1542.46 725.97 1704.76 308 293 2526.93 -1354.65 -134.28 -24.80 55.44 -368.57 57.90 -129.36 860.01 2502.13 -1299.21 -502.85 1393.13 2584.83 -1484.01 725.73 1651.96
560 301 294 2347.86 -1909.68 -447.44
0.00 0.00 0.00 0.00 0.00 0.00 2347.86 -1909.68 -447.44 1961.40 2347.86 -1909.68 -447.44 1961.40
302 294 2438.70 -1840.65 -443.63
0.00 0.00 0.00 0.00 0.00 0.00 2438.70 -1840.65 -443.63 1893.36 2438.70 -1840.65 -443.63 1893.36 303 294 2330.97 -2134.89 -224.44 0.00 0.00 0.00 0.00 0.00 0.00 2330.97 -2134.89 -224.44 2146.66 2330.97 -2134.89 -224.44 2146.66 304 294 2392.23 -2087.61 -223.30 0.00 0.00 0.00 0.00 0.00 0.00 2392.23 -2087.61 -223.30 2099.52 2392.23 -2087.61 -223.30 2099.52
7.34 -125.75 744.06 2460.08 -1112.03 -663.65 1295.01 2470.57 -1291.68 399.29 1351.99 306 294 2554.09 -1096.64 -340.82 -3.15
305 294 2463.23 -1165.93 -344.77 -3.15
53.90 -318.88
7.34 -125.75 744.06 2550.94 -1042.74 -659.70 1233.90 2561.43 -1222.39 403.24 1287.18 307 294 2446.36 -1390.99 -121.73 -3.15
53.90 -318.88
7.34 -125.75 744.06 2443.21 -1337.09 -440.61 1407.82 2453.70 -1516.74 622.33 1639.45 308 294 2507.63 -1343.56 -120.50 -3.15
53.90 -318.88
7.34 -125.75 744.06 2504.48 -1289.66 -439.38 1362.45 2514.97 -1469.31 623.56 1596.15 561
53.90 -318.88
301 295 2337.63 -1792.66 -448.96 0.00 0.00 0.00 0.00 0.00 0.00 2337.63 -1792.66 -448.96 1848.02 2337.63 -1792.66 -448.96 1848.02 302 295 2393.08 -1739.12 -446.61 0.00 0.00 0.00 0.00 0.00 0.00 2393.08 -1739.12 -446.61 1795.55 2393.08 -1739.12 -446.61 1795.55 303 295 2311.27 -1994.21 -227.23 0.00 0.00 0.00 0.00 0.00 0.00 2311.27 -1994.21 -227.23 2007.11 2311.27 -1994.21 -227.23 2007.11 304 295 2364.04 -1946.72 -225.71 0.00 0.00 0.00 0.00 0.00 0.00 2364.04 -1946.72 -225.71 1959.76 2364.04 -1946.72 -225.71 1959.76
305 295 2440.80 -1138.63 -347.85 0.38 52.49 -268.81
-122.46 627.21 2441.18 -1086.14 -616.66 1248.99 2439.92 -1261.09 279.36 1291.66
306 295 2496.28 -1084.86 -345.35 0.38 52.49 -268.81
-122.46 627.21 2496.66 -1032.37 -614.16 1201.24 2495.40 -1207.32 281.86 1239.78
307 295 2414.46 -1340.04 -126.08 0.38 52.49 -268.81
-122.46 627.21 2414.84 -1287.55 -394.89 1346.75 2413.58 -1462.50 501.13 1545.97
308 295 2467.25 -1292.41 -124.47 0.38 52.49 -268.81
-122.46 627.21 2467.63 -1239.92 -393.28 1300.80 2466.37 -1414.87 502.74 1501.53
Main Jetty_Unit 2_Pos Z_Pile Moment_SLS_R1 / GD_PZ_SLS_T Sheet No.: 135
573 401 307 2354.59 -1745.55 432.73
0.00 0.00 0.00 0.00 0.00 0.00 2354.59 -1745.55 432.73 1798.39 2354.59 -1745.55 432.73 1798.39 402 307 2410.81 -1691.82 430.25
0.00 0.00 0.00 0.00 0.00 0.00 2410.81 -1691.82 430.25 1745.67 2410.81 -1691.82 430.25 1745.67 403 307 2328.11 -1947.83 211.10
0.00 0.00 0.00 0.00 0.00 0.00 2328.11 -1947.83 211.10 1959.24 2328.11 -1947.83 211.10 1959.24 404 307 2381.23 -1900.24 209.50
0.00 0.00 0.00 0.00 0.00 0.00 2381.23 -1900.24 209.50 1911.75 2381.23 -1900.24 209.50 1911.75 405 307 2458.01 -1089.22 330.83
-122.64 -629.61 2458.72 -1036.66 600.66 1198.11 2456.36 -1211.86 -298.78 1248.15 406 307 2514.26 -1035.24 328.19
-122.64 -629.61 2514.97 -982.68 598.02 1150.34 2512.61 -1157.88 -301.42 1196.47 407 307 2431.55 -1291.36 109.15
-122.64 -629.61 2432.26 -1238.80 378.98 1295.47 2429.90 -1414.00 -520.46 1506.74 408 307 2484.68 -1243.63 107.46
-122.64 -629.61 2485.39 -1191.07 377.29 1249.40 2483.03 -1366.27 -522.15 1462.65 574
401 308 2363.08 -1853.12 436.25
0.00 0.00 0.00 0.00 0.00 0.00 2363.08 -1853.12 436.25 1903.78 2363.08 -1853.12 436.25 1903.78 402 308 2454.09 -1782.81 432.67
0.00 0.00 0.00 0.00 0.00 0.00 2454.09 -1782.81 432.67 1834.56 2454.09 -1782.81 432.67 1834.56 403 308 2348.79 -2078.94 213.16
0.00 0.00 0.00 0.00 0.00 0.00 2348.79 -2078.94 213.16 2089.84 2348.79 -2078.94 213.16 2089.84 404 308 2410.22 -2031.05 212.10
0.00 0.00 0.00 0.00 0.00 0.00 2410.22 -2031.05 212.10 2042.09 2410.22 -2031.05 212.10 2042.09 405 308 2480.06 -1106.58 332.52
18.75 -126.02 -747.73 2472.02 -1052.57 652.98 1238.66 2498.81 -1232.60 -415.21 1300.65 406 308 2571.08 -1036.00 328.80
18.75 -126.02 -747.73 2563.04 -981.99 649.26 1177.22 2589.83 -1162.02 -418.93 1235.23 407 308 2465.79 -1332.25 109.39
18.75 -126.02 -747.73 2457.75 -1278.24 429.85 1348.58 2484.54 -1458.27 -638.34 1591.86 408 308 2527.23 -1284.20 108.24
18.75 -126.02 -747.73 2519.19 -1230.19 428.70 1302.75 2545.98 -1410.22 -639.49 1548.44 575
401 309 2056.97 -1973.84 471.82
0.00 0.00 0.00 0.00 0.00 0.00 2056.97 -1973.84 471.82 2029.45 2056.97 -1973.84 471.82 2029.45 402 309 2181.44 -1859.68 472.16
0.00 0.00 0.00 0.00 0.00 0.00 2181.44 -1859.68 472.16 1918.68 2181.44 -1859.68 472.16 1918.68 403 309 2070.63 -2210.97 251.50
0.00 0.00 0.00 0.00 0.00 0.00 2070.63 -2210.97 251.50 2225.23 2070.63 -2210.97 251.50 2225.23 404 309 2131.04 -2155.85 252.03
0.00 0.00 0.00 0.00 0.00 0.00 2131.04 -2155.85 252.03 2170.53 2131.04 -2155.85 252.03 2170.53
405 309 2189.08 -1139.12 367.86 -32.80 55.55 367.84
76.58 -129.61 -858.30 2156.28 -1083.57 735.70 1309.72 2265.66 -1268.73 -490.44 1360.22
406 309 2313.56 -1024.68 368.05 -32.80 55.55 367.84
76.58 -129.61 -858.30 2280.76 -969.13 735.89 1216.86 2390.14 -1154.29 -490.25 1254.09
407 309 2202.75 -1376.08 147.50 -32.80 55.55 367.84
76.58 -129.61 -858.30 2169.95 -1320.53 515.34 1417.52 2279.33 -1505.69 -710.80 1665.03
76.58 -129.61 -858.30 2230.37 -1265.25 515.78 1366.34 2339.75 -1450.41 -710.36 1615.02 576
408 309 2263.17 -1320.80 147.94 -32.80 55.55 367.84
401 310 1266.27 -2185.78 487.51
0.00 0.00 0.00 0.00 0.00 0.00 1266.27 -2185.78 487.51 2239.49 1266.27 -2185.78 487.51 2239.49 402 310 1314.46 -2145.16 491.58
0.00 0.00 0.00 0.00 0.00 0.00 1314.46 -2145.16 491.58 2200.76 1314.46 -2145.16 491.58 2200.76 403 310 1180.53 -2474.76 278.73
0.00 0.00 0.00 0.00 0.00 0.00 1180.53 -2474.76 278.73 2490.41 1180.53 -2474.76 278.73 2490.41 404 310 1200.32 -2455.67 280.66
0.00 0.00 0.00 0.00 0.00 0.00 1200.32 -2455.67 280.66 2471.66 1200.32 -2455.67 280.66 2471.66 405 310 1382.85 -1277.73 387.98 100.94 56.30 389.46 -235.57 -131.35 -908.67 1483.79 -1221.43 777.44 1447.86 1147.28 -1409.08 -520.69 1502.21 406 310 1431.05 -1236.81 391.91 100.94 56.30 389.46 -235.57 -131.35 -908.67 1531.99 -1180.51 781.37 1415.68 1195.48 -1368.16 -516.76 1462.50 407 310 1297.14 -1566.54 179.16 100.94 56.30 389.46 -235.57 -131.35 -908.67 1398.08 -1510.24 568.62 1613.74 1061.57 -1697.89 -729.51 1847.98 408 310 1316.93 -1547.28 181.00 100.94 56.30 389.46 -235.57 -131.35 -908.67 1417.87 -1490.98 570.46 1596.39 1081.36 -1678.63 -727.67 1829.56
Maximum Vertical Load, P max =
2643.43 kN
Minimum Vertical Load, P min =
1061.57 kN
Maximum Moment, M max =
2517.02 kNm
Main Jetty_Unit 2_Pos Z_Pile Moment_SLS_R1 / GD_PZ_SLS_T Sheet No.: 136
SUMMARY OF FORCES FOR PILES IN GRID "D" FOR SLS CONDITION AT FIXITY LEVEL FOR FORCES ACTING IN POSITIVE "Z" DIRECTION: STAAD FILE NAME
MEMBER LOAD JT
Main Jetty_Unit 2_Pos
Main Jetty_Unit 2_Pos
Main Jetty_Unit 2_Pos
Total with Temperature Rise
Total with Temperature Fall
Z_Pile1
Z_Pile2 (Temp. Rise)
Z_Pile2 (Temp. Fall)
MOM-Y MOM-Z MOM-R 558
AXIAL
MOM-Y MOM-Z AXIAL MOM-Y MOM-Z AXIAL MOM-Y MOM-Z
AXIAL
MOM-Y MOM-Z MOM-R AXIAL
301 392 -2053.45 -3225.21 -549.67
0.00 0.00 0.00 0.00 0.00 0.00 -2053.45 -3225.21 -549.67 3271.71 -2053.45 -3225.21 -549.67 3271.71
302 392 -2091.46 -3198.19 -551.47
0.00 0.00 0.00 0.00 0.00 0.00 -2091.46 -3198.19 -551.47 3245.39 -2091.46 -3198.19 -551.47 3245.39
303 392 -1971.75 -3570.11 -306.77
0.00 0.00 0.00 0.00 0.00 0.00 -1971.75 -3570.11 -306.77 3583.27 -1971.75 -3570.11 -306.77 3583.27
304 392 -1987.29 -3556.09 -307.44
0.00 0.00 0.00 0.00 0.00 0.00 -1987.29 -3556.09 -307.44 3569.36 -1987.29 -3556.09 -307.44 3569.36
305 392 -2176.06 -2160.72 -436.41 -88.38
66.31 -459.84 206.26 -154.71 1072.92 -2264.44 -2094.41 -896.25 2278.12 -1969.80 -2315.43 636.51 2401.32
306 392 -2214.08 -2133.36 -438.04 -88.38
66.31 -459.84 206.26 -154.71 1072.92 -2302.46 -2067.05 -897.88 2253.64 -2007.82 -2288.07 634.88 2374.52
307 392 -2094.39 -2505.42 -193.46 -88.38
66.31 -459.84 206.26 -154.71 1072.92 -2182.77 -2439.11 -653.30 2525.09 -1888.13 -2660.13 879.46 2801.74
308 392 -2109.93 -2491.20 -194.04 -88.38
66.31 -459.84 206.26 -154.71 1072.92 -2198.31 -2424.89 -653.88 2511.50 -1903.67 -2645.91 878.88 2788.06
559 301 393 -2548.77 -3046.32 -536.33
0.00 0.00 0.00 0.00 0.00 0.00 -2548.77 -3046.32 -536.33 3093.17 -2548.77 -3046.32 -536.33 3093.17
302 393 -2684.28 -2972.95 -535.58
0.00 0.00 0.00 0.00 0.00 0.00 -2684.28 -2972.95 -535.58 3020.81 -2684.28 -2972.95 -535.58 3020.81
303 393 -2560.52 -3338.96 -286.61
0.00 0.00 0.00 0.00 0.00 0.00 -2560.52 -3338.96 -286.61 3351.24 -2560.52 -3338.96 -286.61 3351.24
304 393 -2625.66 -3303.00 -286.36
0.00 0.00 0.00 0.00 0.00 0.00 -2625.66 -3303.00 -286.36 3315.39 -2625.66 -3303.00 -286.36 3315.39 305 393 -2677.16 -2081.87 -420.38 24.80 64.70 -415.04 -57.90 -150.97 968.42 -2652.36 -2017.17 -835.42 2183.32 -2735.06 -2232.84 548.04 2299.11 306 393 -2812.67 -2008.17 -419.47 24.80 64.70 -415.04 -57.90 -150.97 968.42 -2787.87 -1943.47 -834.51 2115.06 -2870.57 -2159.14 548.95 2227.83 307 393 -2688.93 -2374.31 -170.62 24.80 64.70 -415.04 -57.90 -150.97 968.42 -2664.13 -2309.61 -585.66 2382.71 -2746.83 -2525.28 797.80 2648.31 308 393 -2754.07 -2338.16 -170.27 24.80 64.70 -415.04 -57.90 -150.97 968.42 -2729.27 -2273.46 -585.31 2347.60 -2811.97 -2489.13 798.15 2613.96
560 301 394 -2575.00 -2914.37 -530.42
0.00 0.00 0.00 0.00 0.00 0.00 -2575.00 -2914.37 -530.42 2962.25 -2575.00 -2914.37 -530.42 2962.25
302 394 -2665.84 -2869.96 -527.67
0.00 0.00 0.00 0.00 0.00 0.00 -2665.84 -2869.96 -527.67 2918.07 -2665.84 -2869.96 -527.67 2918.07
303 394 -2558.11 -3182.44 -279.81
0.00 0.00 0.00 0.00 0.00 0.00 -2558.11 -3182.44 -279.81 3194.72 -2558.11 -3182.44 -279.81 3194.72
304 394 -2619.37 -3152.74 -278.79
0.00 0.00 0.00 0.00 0.00 0.00 -2619.37 -3152.74 -278.79 3165.04 -2619.37 -3152.74 -278.79 3165.04
305 394 -2690.37 -2052.86 -415.00
3.15 62.94 -359.10 -7.34 -146.85 837.90 -2687.22 -1989.92 -774.10 2135.18 -2697.71 -2199.71 422.90 2239.99
306 394 -2781.23 -2008.16 -412.09
3.15 62.94 -359.10 -7.34 -146.85 837.90 -2778.08 -1945.22 -771.19 2092.51 -2788.57 -2155.01 425.81 2196.68
307 394 -2673.50 -2320.76 -164.34
3.15 62.94 -359.10 -7.34 -146.85 837.90 -2670.35 -2257.82 -523.44 2317.70 -2680.84 -2467.61 673.56 2557.89
308 394 -2734.77 -2290.88 -163.22
3.15 62.94 -359.10 -7.34 -146.85 837.90 -2731.62 -2227.94 -522.32 2288.35 -2742.11 -2437.73 674.68 2529.37
561 301 395 -2564.77 -2773.10 -530.82
0.00 0.00 0.00 0.00 0.00 0.00 -2564.77 -2773.10 -530.82 2823.45 -2564.77 -2773.10 -530.82 2823.45
302 395 -2620.22 -2737.65 -528.86
0.00 0.00 0.00 0.00 0.00 0.00 -2620.22 -2737.65 -528.86 2788.26 -2620.22 -2737.65 -528.86 2788.26
303 395 -2538.41 -3009.07 -280.66
0.00 0.00 0.00 0.00 0.00 0.00 -2538.41 -3009.07 -280.66 3022.13 -2538.41 -3009.07 -280.66 3022.13
304 395 -2591.18 -2979.66 -279.44
0.00 0.00 0.00 0.00 0.00 0.00 -2591.18 -2979.66 -279.44 2992.73 -2591.18 -2979.66 -279.44 2992.73
305 395 -2667.94 -2015.62 -417.20 -0.38
61.33 -303.07
0.88 -143.10 707.16 -2668.32 -1954.29 -720.27 2082.80 -2667.06 -2158.72 289.96 2178.11
306 395 -2723.42 -1979.90 -415.08 -0.38
61.33 -303.07
0.88 -143.10 707.16 -2723.80 -1918.57 -718.15 2048.57 -2722.54 -2123.00 292.08 2143.00
307 395 -2641.60 -2251.43 -167.00 -0.38
61.33 -303.07
0.88 -143.10 707.16 -2641.98 -2190.10 -470.07 2239.98 -2640.72 -2394.53 540.16 2454.70
308 395 -2694.39 -2221.85 -165.67 -0.38
61.33 -303.07
0.88 -143.10 707.16 -2694.77 -2160.52 -468.74 2210.78 -2693.51 -2364.95 541.49 2426.15
Main Jetty_Unit 2_Pos Z_Pile Moment_SLS_R1 / GD_PZ_SLS_B Sheet No.: 137
573 401 407 -2581.73 -2718.61 513.15
0.00 0.00 0.00 0.00 0.00 0.00 -2581.73 -2718.61 513.15 2766.62 -2581.73 -2718.61 513.15 2766.62
402 407 -2637.95 -2683.01 511.07
0.00 0.00 0.00 0.00 0.00 0.00 -2637.95 -2683.01 511.07 2731.25 -2637.95 -2683.01 511.07 2731.25
403 407 -2555.25 -2955.45 263.12
0.00 0.00 0.00 0.00 0.00 0.00 -2555.25 -2955.45 263.12 2967.14 -2555.25 -2955.45 263.12 2967.14
404 407 -2608.37 -2925.95 261.82
0.00 0.00 0.00 0.00 0.00 0.00 -2608.37 -2925.95 261.82 2937.64 -2608.37 -2925.95 261.82 2937.64
405 407 -2685.15 -1958.46 398.64
-0.71
61.42 304.20
1.65 -143.30 -709.79 -2685.86 -1897.04 702.84 2023.05 -2683.50 -2101.76 -311.15 2124.67
406 407 -2741.40 -1922.59 396.40
-0.71
61.42 304.20
1.65 -143.30 -709.79 -2742.11 -1861.17 700.60 1988.67 -2739.75 -2065.89 -313.39 2089.53
407 407 -2658.69 -2195.14 148.56
-0.71
61.42 304.20
1.65 -143.30 -709.79 -2659.40 -2133.72 452.76 2181.23 -2657.04 -2338.44 -561.23 2404.85
408 407 -2711.82 -2165.47 147.17
-0.71
61.42 304.20
1.65 -143.30 -709.79 -2712.53 -2104.05 451.37 2151.92 -2710.17 -2308.77 -562.62 2376.33
574 401 408 -2590.22 -2849.27 515.45
0.00 0.00 0.00 0.00 0.00 0.00 -2590.22 -2849.27 515.45 2895.52 -2590.22 -2849.27 515.45 2895.52
402 408 -2681.23 -2804.12 512.78
0.00 0.00 0.00 0.00 0.00 0.00 -2681.23 -2804.12 512.78 2850.62 -2681.23 -2804.12 512.78 2850.62
403 408 -2575.93 -3118.26 264.89
0.00 0.00 0.00 0.00 0.00 0.00 -2575.93 -3118.26 264.89 3129.49 -2575.93 -3118.26 264.89 3129.49
404 408 -2637.36 -3088.19 263.89
0.00 0.00 0.00 0.00 0.00 0.00 -2637.36 -3088.19 263.89 3099.44 -2637.36 -3088.19 263.89 3099.44
405 408 -2707.20 -1984.49 398.94
8.04 63.05 360.52 -18.75 -147.11 -841.21 -2699.16 -1921.44 759.46 2066.09 -2725.95 -2131.60 -442.27 2177.00
406 408 -2798.22 -1939.03 396.11
8.04 63.05 360.52 -18.75 -147.11 -841.21 -2790.18 -1875.98 756.63 2022.82 -2816.97 -2086.14 -445.10 2133.09
407 408 -2692.93 -2253.30 148.34
8.04 63.05 360.52 -18.75 -147.11 -841.21 -2684.89 -2190.25 508.86 2248.58 -2711.68 -2400.41 -692.87 2498.41
408 408 -2754.37 -2223.05 147.23
8.04 63.05 360.52 -18.75 -147.11 -841.21 -2746.33 -2160.00 507.75 2218.88 -2773.12 -2370.16 -693.98 2469.67
575 401 409 -2284.11 -2986.23 534.30
0.00 0.00 0.00 0.00 0.00 0.00 -2284.11 -2986.23 534.30 3033.65 -2284.11 -2986.23 534.30 3033.65
402 409 -2408.58 -2916.87 533.74
0.00 0.00 0.00 0.00 0.00 0.00 -2408.58 -2916.87 533.74 2965.30 -2408.58 -2916.87 533.74 2965.30
403 409 -2297.77 -3281.29 285.38
0.00 0.00 0.00 0.00 0.00 0.00 -2297.77 -3281.29 285.38 3293.68 -2297.77 -3281.29 285.38 3293.68
404 409 -2358.18 -3246.98 285.21
0.00 0.00 0.00 0.00 0.00 0.00 -2358.18 -3246.98 285.21 3259.48 -2358.18 -3246.98 285.21 3259.48 405 409 -2416.22 -2017.75 417.42 32.80 64.81 415.22 -76.58 -151.23 -968.85 -2383.42 -1952.94 832.64 2123.03 -2492.80 -2168.98 -551.43 2237.98 406 409 -2540.70 -1948.07 416.69 32.80 64.81 415.22 -76.58 -151.23 -968.85 -2507.90 -1883.26 831.91 2058.82 -2617.28 -2099.30 -552.16 2170.70 407 409 -2429.89 -2312.62 168.45 32.80 64.81 415.22 -76.58 -151.23 -968.85 -2397.09 -2247.81 583.67 2322.35 -2506.47 -2463.85 -800.40 2590.60 408 409 -2490.31 -2278.12 168.18 32.80 64.81 415.22 -76.58 -151.23 -968.85 -2457.51 -2213.31 583.40 2288.91 -2566.89 -2429.35 -800.67 2557.89
576 401 410 -1493.41 -3155.43 542.42
0.00 0.00 0.00 0.00 0.00 0.00 -1493.41 -3155.43 542.42 3201.71 -1493.41 -3155.43 542.42 3201.71
402 410 -1541.60 -3125.04 543.86
0.00 0.00 0.00 0.00 0.00 0.00 -1541.60 -3125.04 543.86 3172.01 -1541.60 -3125.04 543.86 3172.01
403 410 -1407.67 -3494.32 299.75
0.00 0.00 0.00 0.00 0.00 0.00 -1407.67 -3494.32 299.75 3507.15 -1407.67 -3494.32 299.75 3507.15
404 410 -1427.46 -3478.95 300.32
0.00 0.00 0.00 0.00 0.00 0.00 -1427.46 -3478.95 300.32 3491.89 -1427.46 -3478.95 300.32 3491.89 405 410 -1609.99 -2104.23 428.00 -100.94 66.05 450.70 235.57 -154.12 -1051.58 -1710.93 -2038.18 878.70 2219.53 -1374.42 -2258.35 -623.58 2342.86 406 410 -1658.19 -2073.49 429.28 -100.94 66.05 450.70 235.57 -154.12 -1051.58 -1759.13 -2007.44 879.98 2191.84 -1422.62 -2227.61 -622.30 2312.90 407 410 -1524.28 -2442.91 185.28 -100.94 66.05 450.70 235.57 -154.12 -1051.58 -1625.22 -2376.86 635.98 2460.47 -1288.71 -2597.03 -866.30 2737.71 408 410 -1544.07 -2427.35 185.76 -100.94 66.05 450.70 235.57 -154.12 -1051.58 -1645.01 -2361.30 636.46 2445.57 -1308.50 -2581.47 -865.82 2722.80
Maximum Vertical Load, P max =
2870.57 kN
Minimum Vertical Load, P min =
1288.71 kN
Maximum Moment, M max =
3583.27 kNm
Main Jetty_Unit 2_Pos Z_Pile Moment_SLS_R1 / GD_PZ_SLS_B Sheet No.: 138
2142.46 2127.63 6.35 -14.83 2148.81
6.35 -14.83
6.35 -14.83
6.35 -14.83
6.19 -14.44
-9.97 -9.97 -9.97
-110.08 -110.08 -110.08
0.00 -6.48 -6.48 -6.48 -6.48
SUMMRY OF VERTICAL LOAD ON PILE AT FIXITY LEVEL IN GRID "A" FOR FORCES ACTING IN POSITIVE "Z" DIRECTION:
Main Jetty_Unit 2_Pos
Z_Pile2 (Temp. Fall)
Total with Temperature Rise
Total with Temperature Fall
Main Jetty_Unit 2_Pos
Z_Pile2 (Temp. Rise)
JT LOAD Main Jetty_Unit 2_Pos Z_Pile1
STAAD FILE NAME
CDC Consulting Design Engg. Centre (P) Ltd.
1.92 -4.47
1.92 -4.47
1.92 -4.47
1.92 -4.47
53.26 -124.29
53.26 -124.29
53.26 -124.29
53.26 -124.29
Maximum Reaction on Pile, P max = 4783.27 kN
CDC Consulting Design Engg. Centre (P) Ltd.
SUMMRY OF VERTICAL LOAD ON PILE AT FIXITY LEVEL IN GRID "B" FOR FORCES ACTING IN POSITIVE "Z" DIRECTION:
Total with Total with JT LOAD Main Jetty_Unit Main Jetty_Unit 2_Pos Main Jetty_Unit 2_Pos Temperature
STAAD FILE NAME
Temperature 2_Pos Z_Pile1 Z_Pile2 (Temp. Rise) Z_Pile2 (Temp. Fall)
Rise Fall 350 301
40.37 -94.20
40.37 -94.20
40.37 -94.20
40.37 -94.20
CDC Consulting Design Engg. Centre (P) Ltd.
366 401 2968.15
0.00 0.00 2968.15 2968.15
402 3013.89
0.00 0.00 3013.89 3013.89
403 3002.77
0.00 0.00 3002.77 3002.77
404 3034.93
0.00 0.00 3034.93 3034.93
405 2991.88
-10.59
24.52 2981.29 3016.40
406 3037.68
-10.59
24.52 3027.09 3062.20
407 3026.50
-10.59
24.52 3015.91 3051.02
408 3058.71
-10.59
24.52 3048.12 3083.23
367 401 2815.88
0.00 0.00 2815.88 2815.88
402 2898.67
0.00 0.00 2898.67 2898.67
403 2892.76
0.00 0.00 2892.76 2892.76
404 2931.22
0.00 0.00 2931.22 2931.22
405 3005.72
-29.63
69.15 2976.09 3074.87
406 3088.67
-29.63
69.15 3059.04 3157.82
407 3082.63
-29.63
69.15 3053.00 3151.78
408 3121.17
-29.63
69.15 3091.54 3190.32
368 401 1824.84
0.00 0.00 1824.84 1824.84
402 1844.69
0.00 0.00 1844.69 1844.69
403 1786.47
0.00 0.00 1786.47 1786.47
404 1794.65
0.00 0.00 1794.65 1794.65
405 1852.67
48.22 -112.53
1900.89 1740.14
406 1872.55
48.22 -112.53
1920.77 1760.02
407 1814.32
48.22 -112.53
1862.54 1701.79
408 1822.50
48.22 -112.53
1870.72 1709.97
Maximum Reaction on Pile, P max = 3435.47 kN
CDC Consulting Design Engg. Centre (P) Ltd.
-111.13 -111.13
0.00 -111.13 -111.13
-15.06 -15.06 -15.06 -15.06
-16.84 -16.84 -16.84 -16.84
-34.82 -34.82 -34.82 -34.82
SUMMRY OF VERTICAL LOAD ON PILE AT FIXITY LEVEL IN GRID "C" FOR FORCES ACTING IN POSITIVE "Z" DIRECTION:
STAAD FILE NAME Main Jetty_Unit 2_Pos
Z_Pile2 (Temp. Rise)
Total with Temperature
Rise
Total with Temperature Fall
JT LOAD Main Jetty_Unit 2_Pos Z_Pile1
Main Jetty_Unit 2_Pos
Z_Pile2 (Temp. Fall)
CDC Consulting Design Engg. Centre (P) Ltd.
387 401 3847.08
0.00 0.00 3847.08 3847.08
402 4768.18
0.00 0.00 4768.18 4768.18
403 4051.12
0.00 0.00 4051.12 4051.12
404 4694.17
0.00 0.00 4694.17 4694.17
405 3821.83
-20.08
46.85 3801.75 3868.68
406 4742.95
-20.08
46.85 4722.87 4789.80
407 4025.87
-20.08
46.85 4005.79 4072.72
408 4668.92
-20.08
46.85 4648.84 4715.77
388 401 3817.26
0.00 0.00 3817.26 3817.26
402 5388.15
0.00 0.00 5388.15 5388.15
403 4354.83
0.00 0.00 4354.83 4354.83
404 5093.82
0.00 0.00 5093.82 5093.82
405 3792.90
-41.53
96.92 3751.37 3889.82
406 5363.84
-41.53
96.92 5322.31 5460.76
407 4330.47
-41.53
96.92 4288.94 4427.39
408 5069.49
-41.53
96.92 5027.96 5166.41
389 401 2508.84
0.00 0.00 2508.84 2508.84
402 2935.00
0.00 0.00 2935.00 2935.00
403 2584.00
0.00 0.00 2584.00 2584.00
404 2756.40
0.00 0.00 2756.40 2756.40
405 2478.12
57.28 -133.66
2535.40 2344.46
406 2904.27
57.28 -133.66
2961.55 2770.61
407 2553.27
57.28 -133.66
2610.55 2419.61
408 2725.66
57.28 -133.66
2782.94 2592.00
Maximum Reaction on Pile, P max =
5910.91 kN
CDC Consulting Design Engg. Centre (P) Ltd.
0.71 -1.65
0.71 -1.65
0.71 -1.65
0.71 -1.65
-0.88 -0.88
0.00 -0.88 -0.88
0.00 -206.26 -206.26 -206.26 -206.26
0.00 -3.15 -3.15 -3.15
0.00 -24.80 -24.80 -24.80
SUMMRY OF VERTICAL LOAD ON PILE AT FIXITY LEVEL IN GRID "D" FOR FORCES ACTING IN POSITIVE "Z" DIRECTION:
Total with Temperature Fall
JT
Main Jetty_Unit 2_Pos
Z_Pile2 (Temp. Rise)
STAAD FILE NAME
Total with Temperature
Rise
Main Jetty_Unit 2_Pos
Z_Pile2 (Temp. Fall)
Main Jetty_Unit 2_Pos Z_Pile1
LOAD 392
CDC Consulting Design Engg. Centre (P) Ltd.
Maximum Reaction on Pile, P max = 2870.57 kN
CDC Consulting Design Engg. Centre (P) Ltd.
TEMPERATURE LOAD:
The analysis for temperature variation shall be carried out separately in STAAD. Temperature variation of 15 degrees Celsius shall be considered in deign. In addition, shrinkage of superstructure beams shall be considered in design together with temperature fall condition. Since, both temperature variation and shrinkage are long term effects, the modulus of elasticity of concrete for this analysis shall be considered as half the instantaneous modulus of elasticity of concrete to take into account the creep effect.
The following two load cases shall be considered. (i) Temperature Rise of 15 degrees Celsius * (TEMP_R) Temperature variation shall be considered on all superstructure beams. Since almost the full length of piles will be
immersed in water, no temperature variation shall be considered in piles. (ii) Temperature Fall of 35 degrees Celsius * (TEMP_F) The magnitude of temperature fall is calculated below. Total shrinkage strain of concrete =
(Refer Clause 6.2.4.1 of IS: 456)
Residual shrinkage strain suggested by M/s. PMC Projects Ltd. and M/s. Howe India Pvt. Ltd. =
75 % = 0.075 x 0.0003 =
Coefficient of thermal expansion / contraction of concrete =
Equivalent temperature fall for shrinkage strain of 0.00023 = 0.000225 / 0.0000117 =
20.00 degree Celsius So, total effect of Temperature fall and Shrinkage =
35.00 degree Celsius Temperature variation shall be considered on all superstructure beams. Since almost the full length of piles will be
immersed in water, no temperature variation shall be considered in piles. The STAAD file names considered for Temperature Analysis are as follows:
(i) For Forces acting in Negative "Z" Direction :
Main Jetty_Unit 2_Pos Z_Pile2.std
(i) For Forces acting in Positive "Z" Direction :
Main Jetty_Unit 2_Neg Z_Pile3.std
Pile Design_R1 / Temp CDC Consulting Design Engg. Centre (P) Ltd.
STRUCTURAL DESIGN OF PILE FOR ULS (ULTIMATE LIMIT STATE) CONDITION: (i) Pile in Grid A:
Diameter of Pile, D =
Chracteristic strength of reinforcement, f y = 500 Mpa Clear cover to reinforcement =
1.300 m Characteristic strength of concrete, f ck =
40 Mpa
0.025 m Effective cover to main reinforcement, d' =
0.075 m
Diameter of transverse link =
0.012 m
Diameter of main reinforcement =
0.0995 m
d' / D =
Refer to
Chart 60 of SP-16
i on P u,max =
6317 kN
P u, max /(f ck D 2 )= 6,317 x 1000 / ( 40 x 1,300 ) ^ 2 =
es " ti sitive 2 "Z ec P u,min =
p/f ck = 0.020 p
1099 kN
P u, min /(f ck D )= 1,099 x 1000 / ( 40 x 1,300 ) ^ 2 =
o ir o
Forc 3 P D M
u,max =
2024 kNm
M u, max /(f ck D )= 2,024 x 1000000 / ( 40 x 1,300 ) ^ 3 =
At
i v on P u,max =
6122 kN
P u, max /(f ck D )= 6,122 x 1000 / ( 40 x 1,300 ) ^ 2 =
es " ti
p/f ck = 0.015 Forc 3
egati "Z ir ec P u,min =
541 kN
P u, min /(f ck D )= 541 x 1000 / ( 40 x 1,300 ) ^ 2 =
D M u,max =
1658 kNm
M u, max /(f ck D )= 1,658 x 1000000 / ( 40 x 1,300 ) ^ 3 =
nn
li P u,max =
6911 kN
P u, max /(f ck D )= 6,911 x 1000 / ( 40 x 1,300 ) ^ 2 =
es " tio
e ve
p/f ck = 0.015 o Forc P
sitive 2 "Z e c P
u,min =
1455 kN
P u, min /(f ck D )= 1,455 x 1000 / ( 40 x 1,300 ) ^ 2 =
Dir 3 M
u,max =
ixity L n e
21 kNm
M u, max /(f ck D ) = 2,211 x 1000000 / ( 40 x 1,300 ) ^ 3 =
i 2 v on P
u,max =
6716 kN
P u, max /(f ck D )= 6,716 x 1000 / ( 40 x 1,300 ) ^ 2 =
tF es " ti P
p/f ck = 0.020 egati
A "Z ec u,min
1585 kN
/(f
P u, min ck D )= 1,585 x 1000 / ( 40 x 1,300 ) ^ 2 =
ir Forc N
D M u,max =
1943 kNm 3 M
u, max /(f ck D )= 1,943 x 1000000 / ( 40 x 1,300 ) ^ 3 =
Maximum p / f ck = 0.020
0.40 % Design percentage of reinforcement area, p
Required percentage of reinforcement area =
Minimum percentage of reinforcement area =
Cross sectional area of pile =
1.327 m 2
Proposed Reinforcement
Design reinforcement area, A s
= 0.80 x 1.327 / 100
= 0.0106 m 2
Diameter (mm)
Number
Number of 25 mm diameter reinforcement required =
20 20 Reinforcement area proposed =
0.0161 m 2 =
OK
Pile Design_R1 / Pile_Design Sheet No.: 148
(ii) Pile in Grid B:
Chracteristic strength of reinforcement, f y = 500 Mpa Clear cover to reinforcement =
Diameter of Pile, D =
1.300 m Characteristic strength of concrete, f ck =
40 Mpa
0.025 m Effective cover to main reinforcement, d' =
0.075 m
Diameter of transverse link =
0.012 m
Diameter of main reinforcement =
Chart 60 of SP-16 n P
0.0995 m
d' / D =
Refer to
i 2 on
u,max
4270 kN
P u, max /(f ck D )= 4,270 x 1000 / ( 40 x 1,300 ) ^ 2 =
es " ti sitive 2 "Z ec P u,min =
p/f ck = 0.020 p
1013 kN
P u, min /(f ck D )= 1,013 x 1000 / ( 40 x 1,300 ) ^ 2 =
ir o
Forc
D M u,max =
2317 kNm
M u, max /(f ck D 3 )= 2,317 x 1000000 / ( 40 x 1,300 ) ^ 3 =
i v e on P u,max =
At
4410 kN
P u, max /(f ck D )= 4,410 x 1000 / ( 40 x 1,300 ) ^ 2 =
es " ti "Z ec P u,min =
p/f ck = 0.015 egati
996 kN
P u, min /(f ck D 2 )= 996 x 1000 / ( 40 x 1,300 ) ^ 2 =
ir Forc 3 N
D M u,max =
1867 kNm
M u, max /(f ck D )= 1,867 x 1000000 / ( 40 x 1,300 ) ^ 3 =
i on P u,max =
4778 kN
P u, max /(f ck D )= 4,778 x 1000 / ( 40 x 1,300 ) ^ 2 =
el es " ti sitive 2 o "Z ec P u,min =
p/f ck = 0.020 Lev
1318 kN
P u, min /(f ck D )= 1,318 x 1000 / ( 40 x 1,300 ) ^ 2 =
P ir Forc 3
D M u,max =
2608 kNm
M u, max /(f ck D )= 2,608 x 1000000 / ( 40 x 1,300 ) ^ 3 =
ity x n
i v e n P u,max =
4917 kN
P u, max /(f ck D 2 )= 4,917 x 1000 / ( 40 x 1,300 ) ^ 2 =
t Fi es "
"Z 2
c tio
p/f ck = 0.015 egati
u,min =
1301 kN
P u, min /(f ck D )= 1,301 x 1000 / ( 40 x 1,300 ) ^ 2 =
Forc 3 N Dir M
u,max =
2163 kNm
M u, max /(f ck D )= 2,163 x 1000000 / ( 40 x 1,300 ) ^ 3 =
Maximum p / f ck = 0.020
0.40 % Design percentage of reinforcement area, p
Required percentage of reinforcement area =
Minimum percentage of reinforcement area =
1.327 m 2 Proposed Reinforcement
Cross sectional area of pile =
Design reinforcement area, A s
= 0.80 x 1.327 / 100
= 0.0106 m 2
Diameter (mm)
Number
Number of 25 mm diameter reinforcement required =
25 22 Reinforcement area proposed =
0.0216 m 2 =
OK
Pile Design_R1 / Pile_Design Sheet No.: 149
(iii) Pile in Grid C:
Chracteristic strength of reinforcement, f y = 500 Mpa Clear cover to reinforcement =
Diameter of Pile, D =
1.300 m Characteristic strength of concrete, f ck =
40 Mpa
0.032 m Effective cover to main reinforcement, d' =
0.075 m
Diameter of transverse link =
0.012 m
Diameter of main reinforcement =
Chart 60 of SP-16 n i 2
0.103 m
d' / D =
Refer to
on P u,max =
8329 kN
P u, max /(f ck D )= 8,329 x 1000 / ( 40 x 1,300 ) ^ 2 =
es " ti sitive 2 "Z ec P
p/f ck = 0.025 p
u,min =
1607 kN
P u, min /(f ck D )= 1,607 x 1000 / ( 40 x 1,300 ) ^ 2 =
oo
Forc P
ir
D M u,max =
3133 kNm
M u, max /(f ck D )= 3,133 x 1000000 / ( 40 x 1,300 ) ^ 3 =
i e v on P u,max =
At
8098 kN
P u, max /(f ck D )= 8,098 x 1000 / ( 40 x 1,300 ) ^ 2 =
es " ti P
p/f ck = 0.020 egati
"Z 2 ec
u,min
1380 kN
P u, min /(f ck D )= 1,380 x 1000 / ( 40 x 1,300 ) ^ 2 =
ir Forc 3 N
D M u,max =
2470 kNm
M u, max /(f ck D )= 2,470 x 1000000 / ( 40 x 1,300 ) ^ 3 =
i on P u,max =
8771 kN
P u, max /(f ck D )= 8,771 x 1000 / ( 40 x 1,300 ) ^ 2 =
el es " ti sitive 2 "Z ec P u,min =
p/f ck = 0.030 o
1873 kN
u, min
ck
/(f D )= 1,873 x 1000 / ( 40 x 1,300 ) ^ 2 =
Lev P ir
n D u,max
Forc 3 M = 3624 kNm M /(f D )= 3,624 x 1000000 / ( 40 x 1,300 ) ^ 3 =
ity
u, max
ck
/(f D i 2 v on u,max u, max ck )= 8,540 x 1000 / ( 40 x 1,300 ) ^ 2 =
8540 kN
t Fi es " ti
p/f ck = 0.020 egati
A "Z ec P u,min =
2185 kN
P u, min /(f ck D )= 2,185 x 1000 / ( 40 x 1,300 ) ^ 2 =
ir Forc N
D M u,max =
2823 kNm
M u, max /(f ck D 3 )= 2,823 x 1000000 / ( 40 x 1,300 ) ^ 3 =
Maximum p / f ck = 0.030
0.40 % Design percentage of reinforcement area, p
Required percentage of reinforcement area =
Minimum percentage of reinforcement area =
Cross sectional area of pile =
1.327 m 2
Proposed Reinforcement
Design reinforcement area, A s
= 1.20 x 1.327 / 100
= 0.0159 m 2
Diameter (mm)
Number
Number of 32 mm diameter reinforcement required =
32 20 Reinforcement area proposed =
0.0322 m 2 =
OK
Pile Design_R1 / Pile_Design Sheet No.: 150
(iv) Pile in Grid D:
Chracteristic strength of reinforcement, f y = 500 Mpa Clear cover to reinforcement =
Diameter of Pile, D =
1.300 m Characteristic strength of concrete, f ck =
40 Mpa
0.032 m Effective cover to main reinforcement, d' =
0.075 m
Diameter of transverse link =
0.012 m
Diameter of main reinforcement =
Chart 60 of SP-16 n i 2
0.103 m
d' / D =
Refer to
on P u,max =
3753 kN
P u, max /(f ck D )= 3,753 x 1000 / ( 40 x 1,300 ) ^ 2 =
es " ti sitive 2 o "Z ec P u,min =
p/f ck = 0.035 p
612 kN
P u, min /(f ck D )= 612 x 1000 / ( 40 x 1,300 ) ^ 2 =
o 3 Forc D
P ir M
u,max
3361 kNm
M u, max /(f ck D )= 3,361 x 1000000 / ( 40 x 1,300 ) ^ 3 =
i v e on P u,max =
At
4635 kN
P u, max /(f ck D )= 4,635 x 1000 / ( 40 x 1,300 ) ^ 2 =
es " ti "Z ec P u,min =
p/f ck = 0.035 egati
1472 kN
P u, min /(f ck D 2 )= 1,472 x 1000 / ( 40 x 1,300 ) ^ 2 =
ir Forc 3 N
D M u,max =
3582 kNm
M u, max /(f ck D )= 3,582 x 1000000 / ( 40 x 1,300 ) ^ 3 =
el es " on ti
u,max
4094 kN
P u, max /(f ck D )= 4,094 x 1000 / ( 40 x 1,300 ) ^ 2 =
o sitive "Z ec u,min
817 kN 2 P /(f D )= 817 x 1000 / ( 40 x 1,300 ) ^ 2 =
u, min
ck
p/f ck = 0.050
Lev ir Forc P
u,max =
4645 kNm
/(f
u, max ck D )= 4,645 x 1000000 / ( 40 x 1,300 ) ^ 3 =
ity x n e
i 2 v on P
u,max =
4975 kN
P u, max /(f ck D )= 4,975 x 1000 / ( 40 x 1,300 ) ^ 2 =
t Fi es " ti
p/f ck = 0.035 egati
A "Z ec P u,min =
1677 kN
P u, min /(f ck D )= 1,677 x 1000 / ( 40 x 1,300 ) ^ 2 =
ir Forc
N 3 D M u,max =
3998 kNm
u, max /(f ck D )= 3,998 x 1000000 / ( 40 x 1,300 ) ^ 3 =
0.40 % Design percentage of reinforcement area, p
Maximum p / f ck = 0.050
Required percentage of reinforcement area =
Minimum percentage of reinforcement area =
Cross sectional area of pile =
1.327 m 2
Proposed Reinforcement
Design reinforcement area, A s
= 2.00 x 1.327 / 100
= 0.0265 m 2
Diameter (mm)
Number
Number of 32 mm diameter reinforcement required =
36 20 Reinforcement area proposed =
0.0537 m 2 =
OK
Pile Design_R1 / Pile_Design Sheet No.: 151
CRACK WIDTH CHECK OF PILE FOR SLS (SERVICEABILITY LIMIT STATE) CONDITION (i) Pile in Grid A:
Grade of concrete =
M 40
Diameter of pile, h =
1.300 m
Clear cover to circular link =
0.075 m
Neutral Axis
Diameter of circular link =
0.012 m
h Number of longitudinal bar =
Diameter of longitudinal bar =
0.025 m
20 x 2
(h-n-Y)
Clear cover to longitudinal bar, C min =
0.087 m
X = 0.546
Effective cover to longitudinal bar =
0.0995 m
Permissible crack width as per IS:4651 =
0.348 mm
Radial distance of longitudinal bars from centre of pile = 0.5505 m
Y = 0.104
Number of longitudinal bars in a bundle =
C/c spacing of longitudinal bars =
0.148 m
Z= 0.074 m
Included angle at centre of pile between two successive longitudinal bars =
0.26875 radian
In the above figure,
0.546 m Modulus of elasticity of reinforcement bar, E s =
Modulus of elasticity of concrete, E c =
3.162E+07
kN/m 2
X=
2.000E+08
kN/m 2
Y=
0.104 m
0.074 m Perpendicular distance from the crack location to centre of nearest longitudinal bar =
Modular ratio, m = E s /E c =
Z=
0.128 m
Perpendicular distance from the crack location to surface of nearest longitudinal bar, a cr =
0.115 m
Depth of neutral axis = n
Stress in reinf. bar = f s
Strain in reinf. bar ε s =f s /E s
Strain at crack level, ε m = ε s x(h -n)/(h-n-Y)
Design crack width, W cr =3xa cr x ε m /[1+2x(a cr -C min )/(h-n)]
Pile Design_R1 / Crack Width Sheet No.: 152
Tensile
Neutral
Tensile
Design Status as
Vertical
Bending
Stress in
Tensile Stress in
Strain at
per ati
Axis
Strain in
Crack
IS:4651 Loc
Load Case
Load, P
Moment, M
Concrete
Reinf
Crack
Depth, n
Reinf.
width W
Level
cr
2 (kN) 2 (kNm) (m) (kN/m ) (kN/m )
(mm)
Forces in Positive "Z" P max
OK
p o Direction
P min
OK
T At
Forces in Negative "Z" P max
OK
Direction
P min
OK
Forces in Positive "Z" P max
OK
ty ixi el
Direction
P min
OK
tF Lev Forces in Negative "Z" P max
OK
A Direction
OK (ii) Pile in Grid B:
P min
Grade of concrete =
M 40
Diameter of pile, h =
1.300 m
Clear cover to circular link =
0.075 m
Neutral Axis
Diameter of circular link =
0.012 m
h Number of longitudinal bar =
Diameter of longitudinal bar =
0.025 m
22 x 2
(h-n-Y)
Permissible crack width as per IS:4651 =
0.348 mm
X = 0.547
Clear cover to longitudinal bar, C min =
0.087 m
Effective cover to longitudinal bar =
0.0995 m
Radial distance of longitudinal bars from centre of pile = 0.5505 m
Y = 0.103
Number of longitudinal bars in a bundle =
C/c spacing of longitudinal bars =
0.132 m
Z= 0.066 m
Included angle at centre of pile between two successive longitudinal bars =
0.24019 radian
In the above figure,
0.547 m Modulus of elasticity of reinforcement bar, E s =
Modulus of elasticity of concrete, E c =
3.162E+07
kN/m 2
X=
2.000E+08
kN/m 2
Y=
0.103 m
0.066 m Perpendicular distance from the crack location to centre of nearest longitudinal bar =
Modular ratio, m = E s /E c =
Z=
0.123 m
Perpendicular distance from the crack location to surface of nearest longitudinal bar, a cr =
0.110 m
Pile Design_R1 / Crack Width Sheet No.: 153
Depth of neutral axis = n
Stress in reinf. bar = f s
Strain in reinf. bar ε s =f s /E s
Strain at crack level, ε m = ε s x(h -n)/(h-n-Y)
Design crack width, W cr =3xa cr x ε m /[1+2x(a cr -C min )/(h-n)]
Tensile
Design Status as o
Neutral
Tensile
Vertical
Bending
Stress in
Tensile Stress in
Strain at
per ati
Axis
Strain in
Crack
Load Case
Load, P
Moment, M
Concrete
Reinf
Crack
width W cr IS:4651 Loc
Depth, n
Reinf.
Level
2 (kN) 2 (kNm) (m) (kN/m ) (kN/m )
(mm)
Forces in Positive "Z" P max
OK
p o Direction
P min
OK
T At
Forces in Negative "Z" P max
OK
Direction
P min
OK
Forces in Positive "Z" P max
OK
ty ixi el
Direction
P min
OK
tF Lev
A Forces in Negative "Z" Direction
P max
OK
OK (iii) Pile in Grid C:
P min
Grade of concrete =
M 40
Diameter of pile, h =
1.300 m
Clear cover to circular link =
0.075 m
Neutral Axis
Diameter of circular link =
0.012 m
Diameter of longitudinal bar =
h Number of longitudinal bar =
0.032 m
20 x 2
(h-n-Y)
Clear cover to longitudinal bar, C min =
0.087 m
X = 0.543
Effective cover to longitudinal bar =
0.103 m
Permissible crack width as per IS:4651 =
0.348 mm
Radial distance of longitudinal bars from centre of pile =
0.547 m
Y = 0.107
Number of longitudinal bars in a bundle =
C/c spacing of longitudinal bars =
0.140 m
Z= 0.070 m
Included angle at centre of pile between two successive longitudinal bars =
0.25566 radian
In the above figure,
0.543 m Modulus of elasticity of reinforcement bar, E s =
Modulus of elasticity of concrete, E c =
3.162E+07
kN/m 2
X=
2.000E+08
kN/m 2
Y=
0.107 m
Modular ratio, m = E s /E c =
Z=
0.070 m
Pile Design_R1 / Crack Width Sheet No.: 154
Perpendicular distance from the crack location to centre of nearest longitudinal bar =
0.128 m
Perpendicular distance from the crack location to surface of nearest longitudinal bar, a cr =
0.112 m
Depth of neutral axis = n
Stress in reinf. bar = f s
Strain in reinf. bar ε s =f s /E s
Strain at crack level, ε m = ε s x(h -n)/(h-n-Y)
Design crack width, W cr =3xa cr x ε m /[1+2x(a cr -C min )/(h-n)]
Tensile
Status as o
Bending
Neutral
Vertical
Stress in
Tensile Stress in Tensile
Design
Strain at
Axis
Strain in
Crack
ati Load Case
Load, P
Moment, M
Concrete
Reinf
per
width W cr IS:4651 Loc
Crack
Depth, n
Reinf.
Level
(kN)
(kNm)
(m)
(kN/m 2 )
(kN/m 2 )
(mm)
Forces in Positive "Z" P max
OK
o p Direction
P min
OK
T At
Forces in Negative "Z" P max
OK
Direction
P min
OK
Forces in Positive "Z" P max
OK
ty ixi el
Direction
P min
OK
tF Lev Forces in Negative "Z" P max
OK
A Direction
OK (iv) Pile in Grid D:
P min
Grade of concrete =
M 40
Diameter of pile, h =
1.300 m
Clear cover to circular link =
0.075 m
Neutral Axis
Diameter of circular link =
0.012 m
Diameter of longitudinal bar =
h Number of longitudinal bar =
0.036 m
20 x 3
(h-n-Y)
Permissible crack width as per IS:4651 =
0.348 mm
X = 0.541
Clear cover to longitudinal bar, C min =
0.087 m
Effective cover to longitudinal bar =
0.105 m
Radial distance of longitudinal bars from centre of pile =
0.545 m
Y = 0.109
Number of longitudinal bars in a bundle =
C/c spacing of longitudinal bars =
0.135 m
Z= 0.067 m
Pile Design_R1 / Crack Width Sheet No.: 155
Included angle at centre of pile between two successive longitudinal bars =
0.2481 radian
In the above figure,
0.541 m Modulus of elasticity of reinforcement bar, E s =
Modulus of elasticity of concrete, E c =
3.162E+07
kN/m 2
X=
2.000E+08
kN/m 2
Y=
0.109 m
0.067 m Perpendicular distance from the crack location to centre of nearest longitudinal bar =
Modular ratio, m = E s /E c =
Z=
0.128 m
Perpendicular distance from the crack location to surface of nearest longitudinal bar, a cr =
0.110 m
Depth of neutral axis = n
Stress in reinf. bar = f s
Strain in reinf. bar ε s =f s /E s
Strain at crack level, ε m = ε s x(h -n)/(h-n-Y)
Design crack width, W cr =3xa cr x ε m /[1+2x(a cr -C min )/(h-n)]
Tensile
Neutral
Tensile Stress in Tensile
Design
Vertical
Bending
Stress in
Status as
Strain at
per ati
Moment, M
Axis
Strain in
Crack
Load Case
Load, P
Concrete
Reinf
width W cr IS:4651 Loc
Crack
Depth, n
Reinf.
Level
(kN)
(kNm)
(m)
(kN/m 2 )
(kN/m 2 )
(mm)
Forces in Positive "Z" P max
OK
o p Direction
P min
OK
T At
Forces in Negative "Z" P max
OK
Direction
P min
OK
Forces in Positive "Z" P max
OK
ty l ixi
Direction ve
P min
OK
tF e L Forces in Negative "Z" P max
OK
A Direction
P min
OK
Pile Design_R1 / Crack Width Sheet No.: 156
VERTICAL LOAD ON PILE FOR LIMIT STATE OF SERVICEABILITY CONDITION & CALCULATION OF PILE CAPACITY:
From the summary of reactions on piles in different grids for limit state of serviceability condition for both forces acting in positive and negative "Z" direction, the maximum verical load on pile is summarised below.
Pile in Forces in Positive "Z" Forces in Negative
Maximum load on
Grid Direction
"Z" Direction
Pile (kN)
A 4784
4479
4784
B 3436
3437
3437
C 5911
5793
5911
D 2871
3395
3395
Maximum Load on Pile
5911
From the fresh soil investigation report it is observed that the lowest rock (Basalt) level is at (-) 23.000 m and good bearing stratum is available at (-) 26.000 m. As such, the pile capacity shall be calculated sockting length of rock as 3.000 m.
The vertical load carrying capacity socketed inside rock shall be calculaed as per the guideline given in Appendix-5 of IRC:78-2000 and also as per the provisions of Clause No. 6.5.1.1 of IS:14953-1998.
(i) Calculation of Vertical Load Carrying Capacity of Pile as per Appendix-5 of IRC:78-2000:
The ultimate load carrying capacity of pile is given by the equation, Q u =R e +R ef
Diameter of pile, D =
1.300 m
Base area of pile, A b = 1.327 m 2
R e is the ultimate end bearing capacity = K sp q c d f A b
K sp =
0.50 q c =
25000 kN/m 2 (Minimum value from soil report considered)
1.20 A b =
1.327 m 2
19910 kN Reccommended factor of safety for end bearing capacity =
Ultimate end bearing capacity, R e =
0.50 x 25,000 x 1.20 x 1.327 =
Allowable end bearing capacity of pile = 19,910 / 5 =
3982 kN
R ef is the ultimate side socket shear resistance = A s q s Socketing length =
= 12.252 m 2 q s =
3.000 m
3.142 x 1.300 x 3.000
2000 kN/m 2 (Minimum value from code considered)
Ultimate side socketing capacity, R ef =
12.252 x 2,000 =
24504 kN
Reccommended factor of safety for end side socketing capacity = 10 Allowable side socketing capacity of pile = 24,504 / 10
= 2450 kN
So, total allowable vertical load on pile with the founding level proposed above = 3,982 + 2,450 = 6432 kN
OK (ii) Calculation of Vertical Load Carrying Capacity of Pile as per Clause 6.5.1.1 of IS:14593-1998:
0.25
Uniaxial compressive strength of rock, q 2
10000 kN/m
α = 0.075 Considering variation of lowest rock level by 1.0 metres, l s =
N d = 1.000
1.327 m 2
D=
1.300 m
β = 1.000 Safe vertical load carrying capacity of pile, Qs =
2.000 m
10,000 x 0.250 x 1.000 x 1.327 + 10,000 x 3.142 x 1.300 x 2.00 x 0.075 x 1.000 =
9444 kN
OK
Pile Design_R1 / Pile Capa CDC Consulting Design Engg. Centre (P) Ltd.