13.37 through 13.45 Determine the reactions and draw the shear and bending moment diagrams for the structures shown in Figs. P13.37–P13.45 using the method of con- sistent deformations. 25 kN/m -8 m- -8 m- E = 70 GPa I= 1,300 (106) mm“ FIG. P13.37, P13.53

13.37 through 13.45 Determine the reactions and draw the shear and bending moment diagrams for the structures shown in Figs. P13.37–P13.45 using the method of con- sistent deformations. 25 kN/m -8 m- -8 m- E = 70 GPa I= 1,300 (106) mm“ FIG. P13.37, P13.53

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

Matrix Algebra for Structural analysis

Structural analysis is a process in which the effects of different loads and internal forces, acting on structures and their elements are determined. This method of analysis is effective in detecting the failure loads of the structural elements and the design can be altered before commencing the construction process, which ensures proper strength and safety of the structures.

Question

13.37 through 13.45 Determine the reactions and draw the
shear and bending moment diagrams for the structures
shown in Figs. P13.37–P13.45 using the method of con-
sistent deformations.
25 kN/m
A
B
-8 m-
-8 m-
E = 70 GPa 1= 1,300 (106) mm“
FIG. P13.37, P13.53

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