A rectangular footing has dimensions shown and is acted upon by a dead load of 653 KN and a live load of 647 kN. The column dimension is 269x677 mm where the shorter dimension is parallel to B. The thickness of the footing is 442mm. f'c=28 MPa and fy=420 MPa for diameter 20mm bars. A=2.9m and B=4.8m Calculate the ratio of the Ultimate Shear Force to Shear Capacity in one-way shear. Consider critical case only.
A rectangular footing has dimensions shown and is acted upon by a dead load of 653 KN and a live load of 647 kN. The column dimension is 269x677 mm where the shorter dimension is parallel to B. The thickness of the footing is 442mm. f'c=28 MPa and fy=420 MPa for diameter 20mm bars. A=2.9m and B=4.8m Calculate the ratio of the Ultimate Shear Force to Shear Capacity in one-way shear. Consider critical case only.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A rectangular footing has dimensions shown and is acted upon by a dead load of 653 KN and a live load of 647 kN. The column dimension is 269x677 mm where the shorter dimension is parallel to B. The thickness of the footing is 442mm. f'c=28 MPa and fy=420 MPa for diameter 20mm bars.
A=2.9m and B=4.8m
Calculate the ratio of the Ultimate Shear Force to Shear Capacity in one-way shear. Consider critical case only.
Transcribed Image Text:A.
B
Calculate the ratio of the Ultimate
Shear Force to Shear Capacity in
one-way shear. Consider critical
case only.
Transcribed Image Text:A rectangular footing has
dimensions shown and is acted
upon by a dead load of 653 kN
and a live load of 647 kN. The
column dimension is 269x677 mm
where the shorter dimension is
parallel to B. The thickness of the
footing is 442mm. f'c=28 MPa and
fy=420 MPa for diameter 20mm
bars.
A=2.9m and B=4.8m
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