lbacting over one-half ofThe simple beam AB supports a triangular load of maximum intensity qo = 10the 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 inRARpRAA.VMasM 0 RAВ.V.-VMmaxM 0B.= 40 in.= 40 in.RARBRAC.-V-RBMmaxM 0B.= 40 in.= 40 in.RARpRAD.V.--RpMmasM 0-Select- v

to draw SFD, BMD For given beam.

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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