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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text: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

Transcribed Image Text: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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