Problem 2Solve the reactions for the frame and draw the shear & moment diagram for each member.22 kN/mА|1.8 mD67 kN5.4 m1.8 mFE37 kN/m,3.6 m1.8 mCalculate the following:6. Reaction at E.7. Reaction at F.B.

Apply Equilbrium equation. RE is less because loading is try to rotate the structure about E hence…

Problem 2 Solve the reactions for the frame and draw the shear & moment diagram for each member. 22 kN/m A В |1.8 m D - 67 kN 5.4 m 1.8 m F E 37 kN/m, 3.6 m 1.8 m Calculate the following: 6. Reaction at E. 7. Reaction at F.

Problem 2 Solve the reactions for the frame and draw the shear & moment diagram for each member. 22 kN/m A В |1.8 m D - 67 kN 5.4 m 1.8 m F E 37 kN/m, 3.6 m 1.8 m Calculate the following: 6. Reaction at E. 7. Reaction at F.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter9: Application Of Influence Lines

Section: Chapter Questions

Problem 2P

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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

Problem 2
Solve the reactions for the frame and draw the shear & moment diagram for each member.
22 kN/m
А
|1.8 m
D
67 kN
5.4 m
1.8 m
F
E
37 kN/m,
3.6 m
1.8 m
Calculate the following:
6. Reaction at E.
7. Reaction at F.
B.

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