Square footing over sandy soil with gall = 224.7 kPa and soil unit weight is of 18 kN/m3 carrying square column (0.4X0.4) m2 with dead load 1800 kN and live load 1200 kN. The unit weight of the used reinforced concrete footing is 24 kN/m3 and fc 21 mPa. The depth of embedment is Df 1.8 m. Assume the height of foot (h 0.8 m and the concrete cover = 0.1 m). Assume (1.4 DL+1.7LL-qu). The two-way shear (Punching) Vu (kN) is equal to Select one: O a. 3200 O b. 4215 O C. 2885 O d. 1900 O e. 3959

Square footing over sandy soil with gall = 224.7 kPa and soil unit weight is of 18 kN/m3 carrying square column (0.4X0.4) m2 with dead load 1800 kN and live load 1200 kN. The unit weight of the used reinforced concrete footing is 24 kN/m3 and fc 21 mPa. The depth of embedment is Df 1.8 m. Assume the height of foot (h 0.8 m and the concrete cover = 0.1 m). Assume (1.4 DL+1.7LL-qu). The two-way shear (Punching) Vu (kN) is equal to Select one: O a. 3200 O b. 4215 O C. 2885 O d. 1900 O e. 3959

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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