A rectangular footing has a dimensions shown and is acted upon by a dead load of 722 kN and a live load of 620 kN. The column dimension is 326 x 662 mm where he shorter dimension is parallel to B The thickness of the footing is 408mm. f'c=28 MPa and fy=420 MPa for diameter 20mm bars. A=3.1m and B=5.1m A rectangular footing hasdimensions shown and is actedupon by a dead load of 772 kNand a live load of 620 kN. Thecolumn dimension is 326x662 mmwhere the shorter dimension isparallel to B. The thickness of thefooting is 408mm. f'c=28 MPa andfy=420 MPa for diameter 20mmbars.A=3.1m and B=5.1m Calculate the ratio of the UltimateShear Force to Shear Capacity intwo-way shear.Answer in 4 decimal places (i.e.1.2345, 0.2014, etc.)

The values given in the question are as follows Dead load(DL)=772 kN Live load(LL)+620 kN short side…

Answered: Calculate the ratio of the Ultimate…

Engineering

Civil Engineering

Calculate the ratio of the Ultimate Shear Force to Shear Capacity in two-way shear.

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter16: Soil Bearing Capacity For Shallow Foundations

Section: Chapter Questions

Problem 16.15P: Refer to Problem 16.13. Design the size of the footing using the modified general ultimate bearing...

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