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2m Live uniform load = 8.5 kN/m Live load = 56 kN Dead Load = 5kN/m 2m BO Im 3m a)Determine the maximum reaction at A. b) Determine the maximum shear at D. c) Determine the maximum shear at E. d) Determine the maximum positive moment at D. e). Determine the maximum negative moment at D. f) Determine the maximum reaction at B. g) Determine the maximum reaction at C. h) Determine the maximum negative moment at E.

2m Live uniform load = 8.5 kN/m Live load = 56 kN Dead Load = 5kN/m 2m BO Im 3m a)Determine the maximum reaction at A. b) Determine the maximum shear at D. c) Determine the maximum shear at E. d) Determine the maximum positive moment at D. e). Determine the maximum negative moment at D. f) Determine the maximum reaction at B. g) Determine the maximum reaction at C. h) Determine the maximum negative moment at 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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Please answer the problem attached image. Thank you very much. About application of Influence line

 

APPLICATION OF INFLUENCE LINE: 1 TL. 2m Live uniform load = 8.5 kN/m Live load = 56 kN Dead Load = 5kN/m 2m Im 3m a) Determine the maximum reaction at A. b) Determine the maximum shear at D. c) Determine the maximum shear at E. d) Determine the maximum positive moment at D. e). Determine the maximum negative moment at D. f) Determine the maximum reaction at B. g) Determine the maximum reaction at C. h) Determine the maximum negative moment at E.
Transcribed Image Text:APPLICATION OF INFLUENCE LINE: 1 TL. 2m Live uniform load = 8.5 kN/m Live load = 56 kN Dead Load = 5kN/m 2m Im 3m a) Determine the maximum reaction at A. b) Determine the maximum shear at D. c) Determine the maximum shear at E. d) Determine the maximum positive moment at D. e). Determine the maximum negative moment at D. f) Determine the maximum reaction at B. g) Determine the maximum reaction at C. h) Determine the maximum negative moment at E.
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