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Draw the shear and the moment diagrams for each of the frames below. If the frame is statically indeterminate the reactions have been provided. Problem 1 (Assume pin connections at A, B and C). 30 kN 2 m 5 m 30 kN/m B 60 kN 2 m 2 m A 22 CO C Problem 2 (Assume A is a pin, B and C are fixed and D is a roller). 8 k 10 ft 8 k 4 ft 4 ft B O A 2 k/ft C D

Draw the shear and the moment diagrams for each of the frames below. If the frame is statically indeterminate the reactions have been provided. Problem 1 (Assume pin connections at A, B and C). 30 kN 2 m 5 m 30 kN/m B 60 kN 2 m 2 m A 22 CO C Problem 2 (Assume A is a pin, B and C are fixed and D is a roller). 8 k 10 ft 8 k 4 ft 4 ft B O A 2 k/ft C D

Structural Analysis
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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Draw the shear and the moment diagrams for each of the frames below. If the frame is statically indeterminate the reactions have been provided. Problem 1 (Assume pin connections at A, B and C). 30 kN 2 m 5 m 30 kN/m B 60 kN 2 m 2 m A 22 CO C
Transcribed Image Text:Draw the shear and the moment diagrams for each of the frames below. If the frame is statically indeterminate the reactions have been provided. Problem 1 (Assume pin connections at A, B and C). 30 kN 2 m 5 m 30 kN/m B 60 kN 2 m 2 m A 22 CO C
Problem 2 (Assume A is a pin, B and C are fixed and D is a roller). 8 k 10 ft 8 k 4 ft 4 ft B O A 2 k/ft C D
Transcribed Image Text:Problem 2 (Assume A is a pin, B and C are fixed and D is a roller). 8 k 10 ft 8 k 4 ft 4 ft B O A 2 k/ft C D
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