30 kOkt30 ft-woda 574205.47 (Ans. max V = 67.5 ft-k, max M = -675 ft-k)3 klf15 ft 1515HingeopiformOSft 15 ft-ft1012 ftIdol30TObiswqu ismi oualFor Problems 5.48 to 5.52 write equations for shear andbending moment throughout the structures shown.

Objective: To write the shear and bending moment equations for the given beam and determine the…

Answered: 5.47 (Ans. max V = 67.5 ft-k, max M =…

Engineering

Civil Engineering

5.47 (Ans. max V = 67.5 ft-k, max M = -675 ft-k) 15 ft- 3 klf Hinge 105 OS 15 ft15 ft- 12 ft TER

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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Question

30 k
Ok
t
30 ft-
woda 574
20
5.47 (Ans. max V = 67.5 ft-k, max M = -675 ft-k)
3 klf
15 ft 15
15
Hinge
opiform
OS
ft 15 ft-
ft
1012 ft
Idol
30
TO
biswqu ismi oual
For Problems 5.48 to 5.52 write equations for shear and
bending moment throughout the structures shown.

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