STEP BY STEP DESAIN KOLOM MENGGUNAKAN SOFTWARE PCA COLUMN

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  Code: ACI 318-02 Units: Metric Run axis: About X-axis Run option: Design Slenderness: Not considered Column type: Structural Bars: ASTM A615 Date: 03/18/14

  Mx (kN-m)

  (Pmax) (Pmin) fs=0.5fy fs=0

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Time: 13:35:52 pcaColumn v3.63 - Licensed to: Perkasa Carista Estetika

• 1500 400 -400

OOOOOOO OOOOO OOOOO OOOOO OOOOO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OOOOOOO OO OO OO OO OOOOOOO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OOOOO OO OO OOOOO OOOOO OOOOO (TM) ======================================================================== Computer program for the Strength Design of Reinforced Concrete Sections ======================================================================== Licensee stated above acknowledges that Portland Cement Association (PCA) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the pcaColumn(tm) computer program. Furthermore, PCA neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the pcaColumn(tm) program.Although PCA has endeavored to produce pcaColumn(tm) error free, the program is not and can't be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensees. Accordingly, PCA disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the pcaColumn(tm) program.

  ==================== File Name: C:\Users\User2\Desktop\Tutorial.col Project: NOBEL CONSULTANT Column: NBL 1 Engineer: NOBEL Code: ACI 318-02 Units: Metric Run Option: Design Slenderness: Not considered Run Axis: X-axis Column Type: Structural Material Properties: ==================== f'c = 25 MPa fy = 400 MPa Ec = 23500 MPa Es = 200000 MPa Ultimate strain = 0.003 mm/mm Beta1 = 0.85 Section: ======== Rectangular: Width = 500 mm Depth = 500 mm Gross section area, Ag = 250000 mm^2 Ix = 5.20833e+009 mm^4 Iy = 5.20833e+009 mm^4 Xo = 0 mm Yo = 0 mm Reinforcement: ============== Rebar Database: ASTM A615 Size Diam (mm) Area (mm^2) Size Diam (mm) Area (mm^2) Size Diam (mm) Area (mm^2)

• # 3 10 71 # 4 13 129 # 5 16 200 # 6 19 284 # 7 22 387 # 8 25 510 # 9 29 645 # 10 32 819 # 11 36 1006 # 14 43 1452 # 18 57 2581 phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 Layout: Rectangular

  Pattern: All Sides Equal (Cover to transverse reinforcement) Total steel area, As = 3406 mm^2 at 1.36% 12 #6 Cover = 50 mm Factored Loads and Moments with Corresponding Capacities: (see user's manual for notation) ========================================================= Pu Mux fMnx No. kN kN-m kN-m fMn/Mu

• 1 1500.0 300.0 323.9 1.080 2 3000.0 100.0 222.0 2.220 3 2750.0 100.0 248.1 2.481 4 1250.0 150.0 359.6 2.398 5 500.0 300.0 322.9 1.076
• Program completed as requested! ***