VAB 49:113 49.113 4m VBD 15-444 VED VDE 45.13 ↑ VEG 45.13 3m 30 ким ↓ ↓ bm d 112.433 งา VGE 22.944 5m 24-01 70.5745 JOB TUDE 4M UFD 0.5745 VDC 2m VCD

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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based on the diagram below find 

each of the shear forces based on the calculated end moments and the applied distributed load on the member EG (assume the directions given in the diagram)

then from that draw the 

Shear Force Diagram
Bending Moment Diagram
Axial Force Diagram

sign convention for moments: anticlockwise = positive 

VAB
49:113
49.113
4m
VBD
15-444
VED
VDE
45.13
↑ VEG
45.13
3m
30 ким
↓ ↓ bm
d
112.433
งา
VGE
22.944
5m
24-01
70.5745
JOB
TUDE 4M
UFD
0.5745
VDC
2m
VCD
Transcribed Image Text:VAB 49:113 49.113 4m VBD 15-444 VED VDE 45.13 ↑ VEG 45.13 3m 30 ким ↓ ↓ bm d 112.433 งา VGE 22.944 5m 24-01 70.5745 JOB TUDE 4M UFD 0.5745 VDC 2m VCD
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