A 1.6 m wide x 0.46 m thick RC footing is to be provided for a 250mm thick RC wall. The wall carries a dead load of 160 kN/m and a live load of 225 kN/m of the wall. The gross allowable soil pressure is 323 kPa. The bottom of the footing is 670 mm below the ground. Use f'= 21 MPa and f = 420 MPa. Unit weight is 23.6 kN/m3 for concrete and 18.4 kN/m3 for the soil backfill. Diameter of main bars is 16mm and that of the shirnkage and temperature bars 10mm Calculate the ratio of the Demand Shear Force to Shear Capacity in one- way shear. Answer in four decimal places. (i.e. 1.6125, 1.5140, 0.8461, etc.)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A 1.6 m wide x 0.46 m thick RC footing is to be provided for a 250mm
thick RC wall. The wall carries a dead load of 160 kN/m and a live load of
225 kN/m of the wall. The gross allowable soil pressure is 323 kPa. The
bottom of the footing is 670 mm below the ground. Use f'= 21 MPa
and f, = 420 MPa. Unit weight is 23.6 kN/m3 for concrete and 18.4
kN/m3 for the soil backfill. Diameter of main bars is 16mm and that of the
shirnkage and temperature bars 10mm
Calculate the ratio of the Demand Shear Force to Shear Capacity in one-
way shear.
Answer in four decimal places. (i.e. 1.6125, 1.5140, 0.8461, etc.)
Transcribed Image Text:A 1.6 m wide x 0.46 m thick RC footing is to be provided for a 250mm thick RC wall. The wall carries a dead load of 160 kN/m and a live load of 225 kN/m of the wall. The gross allowable soil pressure is 323 kPa. The bottom of the footing is 670 mm below the ground. Use f'= 21 MPa and f, = 420 MPa. Unit weight is 23.6 kN/m3 for concrete and 18.4 kN/m3 for the soil backfill. Diameter of main bars is 16mm and that of the shirnkage and temperature bars 10mm Calculate the ratio of the Demand Shear Force to Shear Capacity in one- way shear. Answer in four decimal places. (i.e. 1.6125, 1.5140, 0.8461, etc.)
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