4. the influence line shown in Fig. 1-4 represents the shear at point B, if concentrated loads (40 kN and 50 kN) are applied just to the right of B and at D, respectively in addition to applying uniform distributed load (25 kN/m) over the portion BD, the magnitude of shear is equal: A-74.5 KN B-85.75 kN) C-112 kN D-100.75 KN fat 1630

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Influence Line
4. the influence line shown in Fig. 1-4 represents the shear at point B, if concentrated loads (40 kN and 50 kN)
are applied just to the right of B and at D, respectively in addition to applying uniform distributed load (25
kN/m) over the portion BD, the magnitude of shear is equal:
A-74.5 KN
B-85.75 kN)
C-112 kN
D-100.75 KN
fah 1630
Transcribed Image Text:4. the influence line shown in Fig. 1-4 represents the shear at point B, if concentrated loads (40 kN and 50 kN) are applied just to the right of B and at D, respectively in addition to applying uniform distributed load (25 kN/m) over the portion BD, the magnitude of shear is equal: A-74.5 KN B-85.75 kN) C-112 kN D-100.75 KN fah 1630
A
В
-
2m
0.8
+
0.2
5m
Fig.(1-4)
1/10
1/10
с
3m
-
I.L.VB
3/10
Transcribed Image Text:A В - 2m 0.8 + 0.2 5m Fig.(1-4) 1/10 1/10 с 3m - I.L.VB 3/10
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