A 6m long beam is supported by hinge at point A(left end) and by roller at point C (3m right of A). A unit load moves along the beam coming from the left end, and point B and D are 2m and 4m from point A respectively. 1. Find the ordinate at point D of the influence line diagram for reaction at the left end. a. -1/3 b. -2/3 c. -1/2 d. -3/4 2. Find the ordinate at point D of the influence line diagram for shear at B. a. -1/3 b. -2/3 c. -1/2 d. -3/4 3. Find the ordinate at point D of the influence line diagram for moment at B. a. -1/3 b. -2/3 c. -1/2 d. -3/4
A 6m long beam is supported by hinge at point A(left end) and by roller at point C (3m right of A). A unit load moves along the beam coming from the left end, and point B and D are 2m and 4m from point A respectively. 1. Find the ordinate at point D of the influence line diagram for reaction at the left end. a. -1/3 b. -2/3 c. -1/2 d. -3/4 2. Find the ordinate at point D of the influence line diagram for shear at B. a. -1/3 b. -2/3 c. -1/2 d. -3/4 3. Find the ordinate at point D of the influence line diagram for moment at B. a. -1/3 b. -2/3 c. -1/2 d. -3/4
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A 6m long beam is supported by hinge at point A(left end) and by roller at point C (3m right of A). A unit load moves along the beam coming from the left end, and point B and D are 2m and 4m from point A respectively.
1. Find the ordinate at point D of the influence line diagram for reaction at the left end.
a. -1/3
b. -2/3
c. -1/2
d. -3/4
2. Find the ordinate at point D of the influence line diagram for shear at B.
a. -1/3
b. -2/3
c. -1/2
d. -3/4
3. Find the ordinate at point D of the influence line diagram for moment at B.
a. -1/3
b. -2/3
c. -1/2
d. -3/4
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