PLEASE HELP ANSWER SHOULD BE ON THE CHOICES A column 500 mm x 500 mm square is supported by a 3.5 m x 3.5 m isolated spread footing. The column carries a dead load of 1200 kN and a live load of1000 kN. The total depth of the footing is 550 mm with steel cover of 100 mm. Use NSCP 2001 provisions. Determine the punching shear stress at ultimateloads.A1830.00 kPa2154.11 kPa1566.48 kPaD1331.52 kPa A column 500 mm x 500 mm square is supported by a 3.5 m x 3.5 m isolated spread footing. The column carries a dead load of 1200 kN and a live load of1000 kN. The total depth of the footing is 550 mm with steel cover of 100 mm. Use NSCP 2001 provisions. Determine the ultimate bending moment.1086.44 kN-mA1278.15 kN-m1122.95 kN-m1321.11 kN-m

shear stress, force tending to cause deformation of a material by slippage along a plane or planes…

A column 500 mm x 500 mm square is supported by a 3.5 mx 3.5 m isolated spread footing. The column carries a dead load of 1200 kN and a live load of 1000 kN. The total depth of the footing is 550 mm with steel cover of 100 mm. Use NSCP 2001 provisions. Determine the punching shear stress at ultimate loads. 1830.00 kPa 2154.11 kPa 1566.48 kPa 1331.52 kPa

A column 500 mm x 500 mm square is supported by a 3.5 mx 3.5 m isolated spread footing. The column carries a dead load of 1200 kN and a live load of 1000 kN. The total depth of the footing is 550 mm with steel cover of 100 mm. Use NSCP 2001 provisions. Determine the punching shear stress at ultimate loads. 1830.00 kPa 2154.11 kPa 1566.48 kPa 1331.52 kPa

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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