23.316 s KNIM↓ 23.316 KNIM •✓ ✓ WV = 4.8KN/m ↓ ↓ ↓ ↓ ↓ ↓ wu = 3.6 kN/m ↓ ↓ ↓ 1.2m 2-9m 4 2.9m 1.5m 10.43602082 67-41122157 15.945057G1 Vo (KN) 1° 64.67602082 10-43602082 -9.82987918 2° 9.85314239 20 1-57-55807918 41-550 36.51 -34-39505161

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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Kindly show the solutions for the following shear values shown in the diagram. Show the Complete solution.
Vo
(KN)
30.12
KN
t
10-43602082
74.5059
KN
10.4360 2082
+
wv=
23.316
KNIM↓
23.316
KNIM
•√ √ WV = 4.8KN/m ↓ ↓ ↓ ↓ ↓ ↓ wu = 3.6 kN/m ↓ ↓ ↓
1.2m
2-9m
4
2.9m
1.5m
64-67602082
-9.82987918
94.7718
2°
KNWU=
67-41122157
9.85314239
80.5359
KN
-57-55807918
36.15
KN
15.945057GI
41-551⁰
36.51
-34-39505161
Transcribed Image Text:Vo (KN) 30.12 KN t 10-43602082 74.5059 KN 10.4360 2082 + wv= 23.316 KNIM↓ 23.316 KNIM •√ √ WV = 4.8KN/m ↓ ↓ ↓ ↓ ↓ ↓ wu = 3.6 kN/m ↓ ↓ ↓ 1.2m 2-9m 4 2.9m 1.5m 64-67602082 -9.82987918 94.7718 2° KNWU= 67-41122157 9.85314239 80.5359 KN -57-55807918 36.15 KN 15.945057GI 41-551⁰ 36.51 -34-39505161
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