M N 35 kN 4.8 m L 70 kN- J K 4.8 m 70 kN E F G H |4.8 m A D 9 m – 6 m - 8 m
M N 35 kN 4.8 m L 70 kN- J K 4.8 m 70 kN E F G H |4.8 m A D 9 m – 6 m - 8 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Determine the reaction forces and moments at points A, B, C, and D using cantilever method.
Assume that the cross-section areas of all columns are equal.
Transcribed Image Text:M
N
35 kN
4.8 m
L
70 kN
K
4.8 m
70 kN
E
F
G
H
4.8 m
A
B
C
D
- 9 m
+ 6 m --
8 m
T
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