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SITUATION 6. For Items 15-16. 15. Refer to segment BE. What is the 100 kN/m maximum shear? a. 100 kN b. 120 kN B C D c. -408 kN d. -308 kN 4m 16. Refer to segment BE. What is the maximum moment? a. 500 kN-m b. 425 kN-m c. 50 kN-m d. 75 kN-m 3m Im 2m Im E,

SITUATION 6. For Items 15-16. 15. Refer to segment BE. What is the 100 kN/m maximum shear? a. 100 kN b. 120 kN B C D c. -408 kN d. -308 kN 4m 16. Refer to segment BE. What is the maximum moment? a. 500 kN-m b. 425 kN-m c. 50 kN-m d. 75 kN-m 3m Im 2m Im E,

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 6. For Items 15-16. 15. Refer to segment BE. What is the 100 kN/m maximum shear? a. 100 kN b. 120 kN BC D TE c. -408 kN d. -308 kN 4m 16. Refer to segment BE. What is the maximum moment? a. 500 kN-m Imk 3m 2m Im b. 425 kN-m c. 50 kN-m d. 75 kN-m
Transcribed Image Text:SITUATION 6. For Items 15-16. 15. Refer to segment BE. What is the 100 kN/m maximum shear? a. 100 kN b. 120 kN BC D TE c. -408 kN d. -308 kN 4m 16. Refer to segment BE. What is the maximum moment? a. 500 kN-m Imk 3m 2m Im b. 425 kN-m c. 50 kN-m d. 75 kN-m
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