Superiority in Strength (based on BS EN1993-1-1)

Advantages of NSHYPER BEAM Buckling Length: 8.0m 1 Saving labor force and fabrication term

Buckling Length: 4.0m

You can get the following merits by using NSHYPER BEAM TM

Fabrication

（ (1008 x 302x 21.1 x 40)

kg/m

UB1016 x 305 x 349

kg/m

UB1016 x 302 x 349

(1008 x 302x 21.1 x 40)

as an alternative for Built-up H-shapes. Mass per Meter : 349 kg/m 1.0 Material 330 330

Mass per Meter : 349kg/m

Saving cost on steel work 280 • Without built-H process

Mass per Meter HY1000 x 400 x 16 x 28 230

Cost HY1000 x 400 x 16 x 22 Shortened fabrication term Mass per Meter : 260 kg/m

Mass per Meter : 297kg/m

Mass per Meter

• Cutting the welding and inspection processes

Lateral Buckling Resistance Moment （ kNm ）

Quality improvement because of no welding process

• Reduction of steel weight is possible in keeping

• Reduction rate of steel weight becomes bigger

strength larger by utilizing wide ﬂange width.

when buckling length is longer.

• Free from heat damage and fatigue problems caused by welding

Built-up H-shapes NSHYPER BEAM

Advantages

HC400 & HC500 Advantages of HC400 & HC500 2 Rationalization of Fabrication and Construction Features of HC400 & HC500 Labor-saving in connection detail utilizing original dimensions

In contrast to UC356x406, which has equal compression resistance, HC400 and HC500 have bigger inner Original Jumbo Sections having wider size Availabilities

dimension and thinner flange thickness so that reduction of welding quantity and simplification of bolt connection is possible.

104 sizes (HC400: 69 sizes, HC500: 35 sizes)

W14x16: 21 sizes, UC356x406: 17 sizes

Compression Resistance is based on BS EN1993-1-1.

HC500 t : Web Thickness (mm)

HC400

HC500

Series

UC356 x 406

HC400

t : Web Thickness (mm)

Nominal Size

UC356x406x634 (H474 x 424 x 47.6 x 77.0)

H488 x 447 x 60 x 65

H562 x 495 x 45 x 55

Design Strength

(S355: EN10025-2)

325 N/mm

335 N/mm

b Compression Resistance

(Buckling Length: 7.0m)

60 d

50 t

Mass per Meter

634 kg/m

628 kg/m

592 kg/m

3 45 3 45 Quantity of Welding 3

for Butt Welding

T : Flange Thickness (mm) 25

25 Series

T : Flange Thickness (mm) 20 HC400

Original dimensions lead to economical design

UC356x406

Connection

and productivity improvement

HC400

HC500

High strength bolt (M30)

Since the outer dimensions of HC-series is bigger than that

HC400

of conventional Jumbo sections, you can select large 7 7

kg/m （

UC356x406

weight sections keeping flange thickness thin to choose from. As a result, reduction of steel weight and welding

quantity is possible.

Mass per Meter

＊ Impossible to set flange bolts

＊ Difficult to set flange bolts

＊E asy to set flange bolts

＊ Shorter bolt length

Substitution Table (UC356x406 HC400 & HC500)

Flange Thickness （ mm ）

Compression Resistance is based on BS EN1993-1-1.

Buckling lengths L cr (m)

Advantages of HC400 & HC500 1 Materialization of Economical Design

Original (UC356 x 406)

Alternative (HC400 & HC500)

Original (UC356 x 406)

Alternative (HC400 & HC500)

Rational profiles suitable for compression members Axis

Compression Section Mass

Compression Mass

(S355) Resistance per

Wide flange width leads to increase in second moment of area about weak axis, so that compression resistance of

Resistance Metre

(kg/m)

(kN)

(kg/m)

(kN)

(kg/m)

(kN) (kg/m)

HC400 and HC500 is bigger than that of UC356x406. In case of considering eccentric moment about weak axis,

N b,z,RD

UC356 x 406 x 744

744 HC508 x 457 x 70 x 75

UC356 x 406 x 744

744 HC508 x 457 x 70 x 75 22821 738

the difference becomes more remarkable. As a result, economical design (reduction of steel weight) is possible.

N b,z,RD

UC356 x 406 x 677

678 HC572 x 495 x 45 x 60

UC356 x 406 x 677

678 HC572 x 495 x 45 x 60 20814 631

N b,z,RD

UC356 x 406 x 634

634 HC562 x 500 x 50 x 55

UC356 x 406 x 634

634 HC562 x 495 x 45 x 55 19423 592

551 HC552 x 485 x 35 x 50 16690 509 kNm 25,000

N b,z,RD

UC356 x 406 x 551

551 HC562 x 480 x 30 x 55

UC356 x 406 x 551

（ 23,000 Mass per Meter: 631 kg/m

HC572 x 495 x 45 x60

kNm

N b,z,RD

UC356 x 406 x 467

467 HC532 x 490 x 40 x 40

UC356 x 406 x 467

467 HC532 x 485 x 35 x 40 14284 433

HC572 x 495 x 45 x60

N b,z,RD

UC356 x 406 x 393

393 HC532 x 470 x 20 x 40

UC356 x 406 x 393

393 HC532 x 470 x 20 x 40 12412 371

b,z,Rd

N b,z,Rd : 17367 kN

b,z,Rd

Buckling lengths L

(m)

19,000 (Buckling Length:8.0 m)

Mass per Meter: 631 kg/m

N b,z,Rd : 15330 kN

11% UP

(Buckling Length:8.0 m)

Original (UC356 x 406)

Alternative (HC400 & HC500)

Original (UC356 x 406)

Alternative (HC400 & HC500)

Compression Mass

Compression per

Section

Compression per

Mass

Section Compression per

UC356 x 406 x 634

Resistance Metre

(S355)

Resistance Metre

(S355) Resistance Metre

(kN) (kg/m) ession Resistance : N 11,000

UC356 x 406 x 634

(kN)

(kg/m)

(kN)

(kg/m)

(kN)

(kg/m)

Mass per Meter: 634 kg/m

ession Resistance : N

9,000 N b,z,Rd : 15598 kN

Mass per Meter: 634 kg/m

N b,z,RD

UC356 x 406 x 744

744 HC582 x 500 x 50 x 65

UC356 x 406 x 744

744 HC582 x 500 x 50 x 65 15330 692

N b,z,Rd : 13550 kN

(Buckling Length:8.0 m)

Compr

(Buckling Length:8.0 m)

N b,z,RD

UC356 x 406 x 677

678 HC562 x 500 x 50 x 55

UC356 x 406 x 677

678 HC562 x 500 x 50 x 55 13427 614

Compr

634 HC562 x 490 x 40 x 55 12547 570 Buckling Length : L

N b,z,RD

UC356 x 406 x 634

634 HC562 x 495 x 45 x 55

UC356 x 406 x 634

cr （ m ）

Buckling Length : L cr （ m ）

N b,z,RD

UC356 x 406 x 551

551 HC552 x 485 x 35 x 50

UC356 x 406 x 551

551 HC552 x 480 x 30 x 50 10725 488

467 HC532 x 480 x 30 x 40 8891 Pure Compression 412 Compression & Bending (eccentric moment)

N b,z,RD

UC356 x 406 x 467

467 HC542 x 475 x 25 x 45

UC356 x 406 x 467

N b,z,RD

UC356 x 406 x 393

393 HC522 x 475 x 25 x 35

UC356 x 406 x 393

393 HC522 x 470 x 20 x 35 7255 334

Worldwide Experience

Building

【High-rise Building】

【Airport Terminal】

Country : United Arab Emirates

Country : Qatar

Product : Jumbo Sections (W14x16)

Building

【High-rise Building】 Country : Indonesia

Product : Jumbo Sections (W14x16)

Superiority in Strength (based on BS EN1993-1-1)