Influence line for V Influence line for V₁ Influence line for shearing force at section 1-1 Influence line for shearing force at section 2-2 0.33 Influence line for bending moment at section 1-1 7.33 10 0.33 +/ 0.1 ho + 8 ft bo bo 0.0! Movement of the load 0.73 70.27 5.87 8 ft 10.0 1.0 0.0 10 n /00 Lo 2,67 10 The influence diagrams for different quantities for an overhanging beam are drawn above. Redo these diagrams and prove, by long computation, the above values of the influence lines for the following: 1. Reaction at support A, VÀ 2. Reaction at support B, VB 3. Shear at cutting plane 1-1, V₁-1 4. Moment at cutting plane 1-1, M₁-1 5. Shear at cutting plane 2-2, V2-2

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Influence line for VA
Influence line for Va
Influence line for shearing
force at section 1-1
10 ft
0.33
6.33
Influence line for bending
moment at section 1-1
7.33
Influence line for shearing
force at section 2-2
0.1
ho
+
bo
bo
0.0
Movement of the load
0.73
70.27
5.87
100
1.0
18
/00
10
Lo
/0,33
1.33
0,33
2,67
10
The influence diagrams for different
quantities for an overhanging beam are drawn
above. Redo these diagrams and prove, by
long computation, the above values of the
influence lines for the following:
1. Reaction at support A, VA
2. Reaction at support B, VB
3. Shear at cutting plane 1-1, V₁-1
4. Moment at cutting plane 1-1, M₁-1
5. Shear at cutting plane 2-2, V2-2
Transcribed Image Text:Influence line for VA Influence line for Va Influence line for shearing force at section 1-1 10 ft 0.33 6.33 Influence line for bending moment at section 1-1 7.33 Influence line for shearing force at section 2-2 0.1 ho + bo bo 0.0 Movement of the load 0.73 70.27 5.87 100 1.0 18 /00 10 Lo /0,33 1.33 0,33 2,67 10 The influence diagrams for different quantities for an overhanging beam are drawn above. Redo these diagrams and prove, by long computation, the above values of the influence lines for the following: 1. Reaction at support A, VA 2. Reaction at support B, VB 3. Shear at cutting plane 1-1, V₁-1 4. Moment at cutting plane 1-1, M₁-1 5. Shear at cutting plane 2-2, V2-2
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