1 2 3 Situation 1:A continuous beam is subjected to a dead loadof 10 kN/m and a live load of 25 kN/m. Use NSCP2001 provision and approximate analysis (refer toNSCP Section 408.4.3).H0.Sm x 0.5m column (typ)BE-7m--8m--7m-1.Solve the factored moment at B.a.234.0 kN-mс.183.9 kN-mb.217.0 kN-md.160.9 kN-m2.Calculate the factored moment at E.а.149.2 kN-mc.288.9 kN-mb.198.6 kN-md.227.0 kN-m3.Determine the factored moment at H.a.217.0 kN-m170.5 kN-mb.149.2 kN-md.238.7 kN-m4.Find the factored moment at C.a.- 286.8 kN-mс.- 260.8 kN-mb.- 318.7 kN-md.- 257.4 kN-m5.Compute the factored moment at D.- 288.9 kN-m- 286.8 kN-m- 317.8 kN-m- 260.8 kN-ma.с.b.d.

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A continuous beam is subjected to a dead load of 10 kN/m and a live load of 25 kN/m. Use NSCP 2001 provision and approximate analysis (refer to NSCP Section 408.4.3). Situation 1: H0.5m x 0.5m column (typ) B H -7m- -8m- -7m- 1. Solve the factored moment at B. a. 234.0 kN-m с. 183.9 kN-m b. 217.0 kN-m d. 160.9 kN-m Calculate the factored moment at E. a. b. 149.2 kN-m с. 288.9 kN-m 198.6 kN-m d. 227.0 kN-m 3. Determine the factored moment at H. 170C AL 2.

A continuous beam is subjected to a dead load of 10 kN/m and a live load of 25 kN/m. Use NSCP 2001 provision and approximate analysis (refer to NSCP Section 408.4.3). Situation 1: H0.5m x 0.5m column (typ) B H -7m- -8m- -7m- 1. Solve the factored moment at B. a. 234.0 kN-m с. 183.9 kN-m b. 217.0 kN-m d. 160.9 kN-m Calculate the factored moment at E. a. b. 149.2 kN-m с. 288.9 kN-m 198.6 kN-m d. 227.0 kN-m 3. Determine the factored moment at H. 170C AL 2.

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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