ROBLEMS 7-30. Draw (approximately) the moment diagram for column ACD of the portal. Assume all truss members and the columns to be pin connected at their ends. Also determine the force in members FG, FH, and EH. 7-31. Solve Prob. 7-30 if the supports at A and B are fixed instead of pinned. 6 ft 6 ft E 3 ft 12 ft

ROBLEMS 7-30. Draw (approximately) the moment diagram for column ACD of the portal. Assume all truss members and the columns to be pin connected at their ends. Also determine the force in members FG, FH, and EH. 7-31. Solve Prob. 7-30 if the supports at A and B are fixed instead of pinned. 6 ft 6 ft E 3 ft 12 ft

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

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

ROBLEMS
7-30. Draw (approximately) the moment diagram for
column ACD of the portal. Assume all truss members and
the columns to be pin connected at their ends. Also
determine the force in members FG, FH, and EH.
7-31. Solve Prob. 7–30 if the supports at A and B are fixed
instead of pinned.
6 ft
6 ft
H
3 ft
12 ft
-8 ft--8 ft---8 ft---8 ft-
Probs. 7-30/31

3.12Draw the shear force and bending moment diagrams of the system shown in
Figure below, and determine the maximum B.M and its location.
5kN
17KN
2kN
4kN/m
4B
3 m
RB
Im-

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