
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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A uniform live load of 3 kN/m and a single live concentrated force of 45 kN can be placed on the haunched girder. Illustrate the Influence Line and determine the maximum live negative moment at A.

Transcribed Image Text:B
-6 m-
- 3 m
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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. -1/3b. -2/3c. -1/2d. -3/42. Find the ordinate at point D of the influence line diagram for shear at B. a. -1/3b. -2/3c. -1/2d. -3/43. Find the ordinate at point D of the influence line diagram for moment at B. a. -1/3b. -2/3c. -1/2d. -3/4arrow_forwardPlease answer the problem attached image. Thank you very much. About application of Influence linearrow_forwardA snow load of 3 kPa rests on a roof whose trusses are spaced 3m on center. Find: 1. Determine the magnitude of the equivalent concentrated load acting at point C.2. Determine the force at member BF. Specify if tension or compression.3. Determine the reaction at Earrow_forward
- Civil engineering:arrow_forwardA uniform live load of 1.75 kN/m and a single concentrated live force of 8 kN are placed on the floor beams. If the beams also support a uniform dead load of 250 N/m, determine (a) the maximum negative shear in panel BC of the girder and (b) the maximum positive moment at B (c) the maximum negative moment at Barrow_forward
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