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lb acting over one-half o The simple beam AB supports a triangular load of maximum intensity qo = 10 the span and a concentrated load P = 80 lb acting at midspan (see figure). 140 E- 40 in. H- 블-40in. | Select the shear-force and bending-moment diagrams for this beam. = 40 in. = 40 in. RA Rp RA A. Monas мо

lb acting over one-half o The simple beam AB supports a triangular load of maximum intensity qo = 10 the span and a concentrated load P = 80 lb acting at midspan (see figure). 140 E- 40 in. H- 블-40in. | Select the shear-force and bending-moment diagrams for this beam. = 40 in. = 40 in. RA Rp RA A. Monas мо

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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lb acting over one-half of The simple beam AB supports a triangular load of maximum intensity qo = 10 the span and a concentrated load P = 80 lb acting at midspan (see figure). 40 -40 in- 늘-40 in. Select the shear-force and bending-moment diagrams for this beam. :40 in. 40 in RA Rp RA A. V Mas M 0
Transcribed Image Text:lb acting over one-half of The simple beam AB supports a triangular load of maximum intensity qo = 10 the span and a concentrated load P = 80 lb acting at midspan (see figure). 40 -40 in- 늘-40 in. Select the shear-force and bending-moment diagrams for this beam. :40 in. 40 in RA Rp RA A. V Mas M 0
RA В. V. -V Mmax M 0 B. = 40 in. = 40 in. RA RB RA C. -V -RB Mmax M 0 B. = 40 in. = 40 in. RA Rp RA D. V. --Rp Mmas M 0 -Select- v
Transcribed Image Text:RA В. V. -V Mmax M 0 B. = 40 in. = 40 in. RA RB RA C. -V -RB Mmax M 0 B. = 40 in. = 40 in. RA Rp RA D. V. --Rp Mmas M 0 -Select- v
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