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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
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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Situation 1: 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). H0.Sm x 0.5m column (typ) B E -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 2. Calculate the factored moment at E. а. 149.2 kN-m c. 288.9 kN-m b. 198.6 kN-m d. 227.0 kN-m 3. Determine the factored moment at H. a. 217.0 kN-m 170.5 kN-m b. 149.2 kN-m d. 238.7 kN-m 4. Find the factored moment at C. a. - 286.8 kN-m с. - 260.8 kN-m b. - 318.7 kN-m d. - 257.4 kN-m 5. Compute the factored moment at D. - 288.9 kN-m - 286.8 kN-m - 317.8 kN-m - 260.8 kN-m a. с. b. d.
Transcribed Image Text:Situation 1: 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). H0.Sm x 0.5m column (typ) B E -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 2. Calculate the factored moment at E. а. 149.2 kN-m c. 288.9 kN-m b. 198.6 kN-m d. 227.0 kN-m 3. Determine the factored moment at H. a. 217.0 kN-m 170.5 kN-m b. 149.2 kN-m d. 238.7 kN-m 4. Find the factored moment at C. a. - 286.8 kN-m с. - 260.8 kN-m b. - 318.7 kN-m d. - 257.4 kN-m 5. Compute the factored moment at D. - 288.9 kN-m - 286.8 kN-m - 317.8 kN-m - 260.8 kN-m a. с. b. d.
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