6. Draw completely the shear and moment diagrams.7. Compute the internal force of member CD & EF. 6. Draw completely the shear and moment diagrams.40 kN20 kN/m10 kN/m3m3m4m10m4m6mHingeR1HingeR2R3R47. Compute the internal force of member CD & EF1000 lb2000 lb2000 lb2000 IbF1000 IbDE13060°60°3060 ft

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Answered: 7. Compute the internal force of member…

Engineering

Mechanical Engineering

7. Compute the internal force of member CD & EF 1000 lb 2000 lb 2000 lb 2000 lb C F 1000 lb D E 30 60° 60° 30 60 ft

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Concept explainers

Slope and Deflection

The slope in a deflected beam is described as an angle in radians made by the tangent of the section with the original axis of the beam. The deflection at any point on the axis of the beam is defined as the lateral displacement of the point before and after loading.

Question

6. Draw completely the shear and moment diagrams. 7. Compute the internal force of member CD & EF.

6. Draw completely the shear and moment diagrams.
40 kN
20 kN/m
10 kN/m
3m
3m
4m
10m
4m
6m
Hinge
R1
Hinge
R2
R3
R4
7. Compute the internal force of member CD & EF
1000 lb
2000 lb
2000 lb
2000 Ib
F
1000 Ib
D
E
130
60°
60°
30
60 ft

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