20 KN 20 KN 2 20 KN 10 KN/m 10 KN/m PROBLEM 1 A B 20 KN/m 10 KN/m C D Compute the 10 KN-m 10 KN/m 10 KN/m E G TITITI reaçtions at the fixed Şupport of /Вeam KL 10 KN/m 10 KN/m K 20 KN/m 1.00 1.00 2.00 1.50 1.00 1.00 1.00 1.00 4.00 All dimensions in meters O. 50

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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20 KN
20 KN
2
10 KN/m
20 KN
10 KN/m
A
B
PROBLEM 1
20 KN/m
10 KN/m
D
Compute
the
1Q KN-m
10 KN/m
10 KN/m
E
F
G
reactions at
the fixed
Şupport of
Beam KL
10 KN/m
10 KN/m
K
20 KN/m
|1.00 1.00
2.00
1.50
1.00 1.00 1.00 1.00
4.00
All dimensions in meters
0.50
Transcribed Image Text:20 KN 20 KN 2 10 KN/m 20 KN 10 KN/m A B PROBLEM 1 20 KN/m 10 KN/m D Compute the 1Q KN-m 10 KN/m 10 KN/m E F G reactions at the fixed Şupport of Beam KL 10 KN/m 10 KN/m K 20 KN/m |1.00 1.00 2.00 1.50 1.00 1.00 1.00 1.00 4.00 All dimensions in meters 0.50
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