17.8 through 17.14 Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. P17.8–P17.14 by using the moment-distribution method. 20 kN/m 60 kN A E B -8 m+4 m+- 4 m- El = constant E = 70 GPa 1= 800 (106) mm4 FIG. P17.9, P17.15

17.8 through 17.14 Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. P17.8–P17.14 by using the moment-distribution method. 20 kN/m 60 kN A E B -8 m+4 m+- 4 m- El = constant E = 70 GPa 1= 800 (106) mm4 FIG. P17.9, P17.15

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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Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

17.8 through 17.14 Determine the reactions and draw the
shear and bending moment diagrams for the beams shown
in Figs. P17.8-P17.14 by using the moment-distribution
method.
20 kN/m
60 kN
A
E
B
D
+4m+-4 m-
8m
8 m-
El = constant
E = 70 GPa 1= 800 (106) mm4
FIG. P17.9, P17.15

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