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Given: 40.5 P (kN) P (kN) 20 kN/m D E G t200m-+200 m- 3.00 m 2.00 m 1 m 2.00 m- 1 m a) Determine the support reactions. b) Calculate for the maximum positive and negative bending moment. Draw the shear and moment diagram (specify magnitudes at indicated points A, B, C, D, E, at ma and minimum points, zero shear/s, zero moment/s etc.)

Given: 40.5 P (kN) P (kN) 20 kN/m D E G t200m-+200 m- 3.00 m 2.00 m 1 m 2.00 m- 1 m a) Determine the support reactions. b) Calculate for the maximum positive and negative bending moment. Draw the shear and moment diagram (specify magnitudes at indicated points A, B, C, D, E, at ma and minimum points, zero shear/s, zero moment/s etc.)

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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Problem IV. Refer to the beam shown below. Internal hinges are installed at points C and E. Given: 40.5 P (kN) P (kN) 20 kN/m B. D E G t200m-200 m-1m-200 mim- 3.00 m- 2.00 m- 2.00 m a) Determine the support reactions. b) Calculate for the maximum positive and negative bending moment. c) Draw the shear and moment diagram (specify magnitudes at indicated points A, B, C, D, E, at maximum and minimum points, zero shear/s, zero moment/s etc.)
Transcribed Image Text:Problem IV. Refer to the beam shown below. Internal hinges are installed at points C and E. Given: 40.5 P (kN) P (kN) 20 kN/m B. D E G t200m-200 m-1m-200 mim- 3.00 m- 2.00 m- 2.00 m a) Determine the support reactions. b) Calculate for the maximum positive and negative bending moment. c) Draw the shear and moment diagram (specify magnitudes at indicated points A, B, C, D, E, at maximum and minimum points, zero shear/s, zero moment/s etc.)
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