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Draw qualitative bending moment diagrams on both tension and compression side of the beams shown below; you are not required to estimate the values.

Draw qualitative bending moment diagrams on both tension and compression side of the beams shown below; you are not required to estimate the values.

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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Draw qualitative bending moment diagrams on both tension and compression side
of the beams shown below; you are not required to estimate the values.

A 25 kN/m 25 kN/m mic. Elul 2 F B Hinge Hinge |--3m-4-1.5mt-1.5 Sm— 3 m -| · 3 m - -1.5m-1.5m-1.5m-f-1.5m3 m - = 115 kN -12 m- 12 k B 10 ft I 30 kN Hinge -12 m H T-8A 8A+ 40 k B D 2.5 k/ft H +9m +12m- Hinge 10 ft 27 10 kN/m -24 ft- 40 k с E = constant = 29,000 ksi I = 1,000 in.4 10 ft I E B
Transcribed Image Text:A 25 kN/m 25 kN/m mic. Elul 2 F B Hinge Hinge |--3m-4-1.5mt-1.5 Sm— 3 m -| · 3 m - -1.5m-1.5m-1.5m-f-1.5m3 m - = 115 kN -12 m- 12 k B 10 ft I 30 kN Hinge -12 m H T-8A 8A+ 40 k B D 2.5 k/ft H +9m +12m- Hinge 10 ft 27 10 kN/m -24 ft- 40 k с E = constant = 29,000 ksi I = 1,000 in.4 10 ft I E B
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