Hinge A B E D 1.0 -10 ft--10 ft 20 ft- -20 ft 0.5 D E (a) A B 1k -1.0 В D E A (e) Influence Line for A, (k/k) A, E, 1.0 1.0 1.0 A E (f) Influence Line for Sca (k/k) A D E 5.0 (c) Influence Line for E, (k/k) 2.0 D. В E. 1.0 0.5 A B E -10.0 (d) Influence Line for C, (k/k) (g) Influence Line for Ma (k-ft/k) FIG. 8.5 ---B

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Draw the influence lines for the vertical reactions at supports A; C, and E, the shear just to the right of support C, and the bending moment at point B of the beam shown in Fig. 8.5(a).

Hinge
A
B
E
D
1.0
-10 ft--10 ft 20 ft-
-20 ft
0.5
D
E
(a)
A B
1k
-1.0
В
D
E
A
(e) Influence Line for A, (k/k)
A,
E,
1.0
1.0
1.0
A
E
(f) Influence Line for Sca (k/k)
A
D
E
5.0
(c) Influence Line for E, (k/k)
2.0
D.
В
E.
1.0
0.5
A
B
E
-10.0
(d) Influence Line for C, (k/k)
(g) Influence Line for Ma (k-ft/k)
FIG. 8.5
---B
Transcribed Image Text:Hinge A B E D 1.0 -10 ft--10 ft 20 ft- -20 ft 0.5 D E (a) A B 1k -1.0 В D E A (e) Influence Line for A, (k/k) A, E, 1.0 1.0 1.0 A E (f) Influence Line for Sca (k/k) A D E 5.0 (c) Influence Line for E, (k/k) 2.0 D. В E. 1.0 0.5 A B E -10.0 (d) Influence Line for C, (k/k) (g) Influence Line for Ma (k-ft/k) FIG. 8.5 ---B
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