Two columns are 4,506 mm away from each other measured center to center. The loads supported by the columns are listed below. Effective soil pressure is 103 kPa. Left Column (421 mm X 725 mm) (Note that the 725 mm side is flushed to the property line of the building and is parallel to the short side of the footing DL=720 kN LL=859 kN Right Column (594 mm X 729 mm) (594 mm side is parallel to the long side of the footing) DL=860 kN LL=856 kN Calculate the nominal wide beam shear stress in MPa at the left column. Use an effective depth of 700mm Do not round off intermediate values. Use exact values for L, B, and other variables. Answer in 4 decimal places

Two columns are 4,506 mm away from each other measured center to center. The loads supported by the columns are listed below. Effective soil pressure is 103 kPa. Left Column (421 mm X 725 mm) (Note that the 725 mm side is flushed to the property line of the building and is parallel to the short side of the footing DL=720 kN LL=859 kN Right Column (594 mm X 729 mm) (594 mm side is parallel to the long side of the footing) DL=860 kN LL=856 kN Calculate the nominal wide beam shear stress in MPa at the left column. Use an effective depth of 700mm Do not round off intermediate values. Use exact values for L, B, and other variables. Answer in 4 decimal places

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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