Given the following:DL= 25 kN/m,LL = 35 kN/m and;two movable loads 120kN and 65 kN 1.15m apart.ABC3m3m6mi.) Determine the maximum reaction at D, kNa. 446.694c. 537.45b. 423.764d. 434.1944ii.) Determine the maximum shear at C, kNa. 252.528 c. 256.74b. 225.58d. 265.0278iii.) Determine the maximum moment at C, kN-ma. 814.4578c. 810.0833b. 885.0833d. 790.4782

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Given the following: DL= 25 kN/m, LL = 35 kN/m and; two movable loads 120kN and 65 kN 1.15m apart. A B C 3m 3m 6m i.) Determine the maximum reaction at D, kN c. 537.45 a. 446.694 b. 423.764 d. 434.1944 ii.) Determine the maximum shear at C, kN a. 252.528 c. 256.74 b. 225.58 d. 265.0278 iii.) Determine the maximum moment at C, kN-m a. 814.4578 c. 810.0833 b. 885.0833 d. 790.4782

Given the following: DL= 25 kN/m, LL = 35 kN/m and; two movable loads 120kN and 65 kN 1.15m apart. A B C 3m 3m 6m i.) Determine the maximum reaction at D, kN c. 537.45 a. 446.694 b. 423.764 d. 434.1944 ii.) Determine the maximum shear at C, kN a. 252.528 c. 256.74 b. 225.58 d. 265.0278 iii.) Determine the maximum moment at C, kN-m a. 814.4578 c. 810.0833 b. 885.0833 d. 790.4782

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter9: Application Of Influence Lines

Section: Chapter Questions

Problem 2P

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