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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
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).
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