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500 x 500 mm
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
Time: 13:35:52
pcaColumn v3.63 - Licensed to: Perkasa Carista Estetika
File: C:\Users\User2\Desktop\Tutorial.col Project: NOBEL CONSULTANT
Column: NBL 1 Engineer: NOBEL
f'c = 25 MPa fy = 400 MPa Ag = 250000 mm^2 12 #6 bars
Ec = 23500 MPa Es = 200000 MPa As = 3406 mm^2 Rho = 1.36%
fc = 21.25 MPa fc = 21.25 MPa Xo = 0 mm Iy = 5.21e+009 mm^4
e_u = 0.003 mm/mm Yo = 0 mm Iy = 5.21e+009 mm^4
Beta1 = 0.85 Clear spacing = 102 mm Clear cover = 60 mm
Confinement: Tied phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65
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======================================================================== Computer program for the Strength Design of Reinforced Concrete Sections ========================================================================
General Information: ====================
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
