A rectangular footing has dimensions shown and is acted upon by a dead load of 570.00 kN and a live load of 621.00 kN. The column dimension is 366x576 mm where the shorter dimension is parallel to B. The thickness of the footing is 476mm. f'c=28 MPa and fy-420 MPa for diameter 20mm bars. A=2.5m and B-4.5m Calculate the ratio of the Ultimate Shear Force to Shear Capacity in two- way shear. Answer is 0.9238 (Complete Solution)
A rectangular footing has dimensions shown and is acted upon by a dead load of 570.00 kN and a live load of 621.00 kN. The column dimension is 366x576 mm where the shorter dimension is parallel to B. The thickness of the footing is 476mm. f'c=28 MPa and fy-420 MPa for diameter 20mm bars. A=2.5m and B-4.5m Calculate the ratio of the Ultimate Shear Force to Shear Capacity in two- way shear. Answer is 0.9238 (Complete Solution)
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
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Chapter16: Soil Bearing Capacity For Shallow Foundations
Section: Chapter Questions
Problem 16.14P: Redo Problem 16.13 with the following data: gross allowable load = 184,000 lb, = 121 lb/ft3, c = 0,...
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![A rectangular footing has dimensions shown and is acted upon by a dead
load of 570.00 kN and a live load of 621.00 kN. The column dimension is
366x576 mm where the shorter dimension is parallel to B. The thickness of
the footing is 476mm. f'c=28 MPa and fy=420 MPa for diameter 20mm
bars.
A=2.5m and B=4.5m
Calculate the ratio of the Ultimate Shear Force to Shear Capacity in two-
way shear.
Answer is 0.9238 (Complete Solution)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F0bc215e1-6f1d-4eea-908e-21c45b5a6fd9%2F5093e52b-6470-40b3-97a5-693bfc2c7912%2Fhs3zivc_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A rectangular footing has dimensions shown and is acted upon by a dead
load of 570.00 kN and a live load of 621.00 kN. The column dimension is
366x576 mm where the shorter dimension is parallel to B. The thickness of
the footing is 476mm. f'c=28 MPa and fy=420 MPa for diameter 20mm
bars.
A=2.5m and B=4.5m
Calculate the ratio of the Ultimate Shear Force to Shear Capacity in two-
way shear.
Answer is 0.9238 (Complete Solution)
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