Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Transcribed Image Text:Design a square tied column to support an unfactored axial dead load of 900kN and live load of 1240 kN.
Use fy=414 MPa and fc = 27.6 MPa. Assume 2% steel ratio.
a) Ag = ?
b) As = ?
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- Dont round off in solution, only round off in final answer in 2 decimal places. Answer asaparrow_forwardPLEASE INCLUDE COMPLETE FIGURESarrow_forwardFigure 1 shows the cross-section of a heavily welded I-section steel column under axial compression. The yield stress of the steel section is 300 MPa. (a) Check the slenderness of the flanges and webs. (b) Determine the effective and gross areas of the cross-section. (c) Determine the design axial capacity of the cross-section. 380 E 10 425 -8 Figure 1. Cross-section of the rectangular hollow section steel column (Units: mm)arrow_forward
- Determine the maximum safe service live load that the beam can carry if the service dead load is 12 kN/m including the beam weight and based on the capacity of the beam section shown. Use fc'=40 MPa and fy=415 MPa. Top bars are 6-32mm and bottom bars are 3-28 mm, center to center distance between the bar layers is 108mm. 70 mm 108 mm 352 mm 7.2 mm 6.7 mm B A 70 mm 300 mmarrow_forward1.)Calculate the height of the neutral axis measured from the extreme compression fiber. 2.) Calculate the strength reduction factor for the given beam. 3.) Calculate the design moment for the given beam. Given b=9.25mm d=152.5mm d(prime)=32.5mm L=1.1m WsubD=6.25kn/m WsubL=8.25kn/m 4 25mm tension steel bars 4 12mm compression steelbars FsubC(prime)=28Mpa FsubY=420Mpaarrow_forward
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