2. The cantilever retaining wall retains a soil having a unit weight of 18KN/cu.m. and an angleshearing resistance of 30 degrees. Unit weight of concrete is 25KN/cu.m. Neglect the effect ofthe soil at right side of the wall.2.00Determine the followinga. Factor of safety against sliding if the coefficient of friction between the base and thefoundation is 0.6b. Maximum service moment at the stem per meter length of the wall.c. If the stem is to be reinforced with 20mm diameter bars with centroid 85mm from theextreme concrete, what is the required spacing of the bars? Use fc = 24MPA and fy =345MPA. Use load factor of soil pressure 1.70.

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2. The cantilever retaining wall retains a sol having a unit weight of 18kN/Cu.m. and an angle shearing resistance of 30o degrees. Unit weight of concrete is 25AN/cu.m. Neglect the effect of the soil at right side of the wall. 2.00 Determine the following a. Factor of safety against sliding if the coeficient of friction between the base and the foundation is 0.6 b. Maximum service moment at the stem per meter length of the wal. C If the stem is to be reinforced with 20mm diameter bars with centroid 85mm from the extreme concrete, what is the required spacing of the bars? Use fc= 24MPA and fy 345MPA. Use load factor of soil pressure1.7o.

2. The cantilever retaining wall retains a sol having a unit weight of 18kN/Cu.m. and an angle shearing resistance of 30o degrees. Unit weight of concrete is 25AN/cu.m. Neglect the effect of the soil at right side of the wall. 2.00 Determine the following a. Factor of safety against sliding if the coeficient of friction between the base and the foundation is 0.6 b. Maximum service moment at the stem per meter length of the wal. C If the stem is to be reinforced with 20mm diameter bars with centroid 85mm from the extreme concrete, what is the required spacing of the bars? Use fc= 24MPA and fy 345MPA. Use load factor of soil pressure1.7o.

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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