A rectangular footing has dimensions shown and is acted upon by a deadload of 668.00 kN and a live load of 551.00 kN. The column dimension is282x572 mm where the shorter dimension is parallel to B. The thickness ofthe footing is 564mm. f'c=28 MPa and fy=420 MPa for diameter 20mmbars.A=3.3m and B=5.7mCalculate the ratio of the Ultimate Shear Force to Shear Capacity in one-way shear. Consider critical case only.Answer is 0.6175 (Complete Solution)A

The given va;lues are as follows,Dead load =668.00kNLive load…

A rectangular footing has dimensions shown and is acted upon by a dead load of 668.00 kN and a live load of 551.00 kN. The column dimension is 282x572 mm where the shorter dimension is parallel to B. The thickness o the footing is 564mm. f'c=28 MPa and fy=420 MPa for diameter 20mm bars. A=3.3m and B=5.7m Calculate the ratio of the Ultimate Shear Force to Shear Capacity in one- way shear. Consider critical case only. Answer is 0.6175 (Complete Solution)A

A rectangular footing has dimensions shown and is acted upon by a dead load of 668.00 kN and a live load of 551.00 kN. The column dimension is 282x572 mm where the shorter dimension is parallel to B. The thickness o the footing is 564mm. f'c=28 MPa and fy=420 MPa for diameter 20mm bars. A=3.3m and B=5.7m Calculate the ratio of the Ultimate Shear Force to Shear Capacity in one- way shear. Consider critical case only. Answer is 0.6175 (Complete Solution)A

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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