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12.52 use muller-Breslau principle handwritten

12.52 use muller-Breslau principle handwritten

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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12.52 use muller-Breslau principle handwritten
moment at B. (c) Determine the maximum value of load moment at B produced by the set of wheel loads. A 20 A B 60'- C -60' P12.51 B C D Lee7724x_ch12_526-601.indd 600 P12.52. Draw the qualitative influence lines for RA, RB, Mc, Vc, and shear to the left of support D for the beam in Figure P12.52. D E P12.52 Ive 9 kips 9 kips F 10 551010'—+5'd G P12.53 (a) Draw a qualitative influence line for the moment at the top of column AB in Figure P12.53. Indi- cate the spans that should be loaded with a uniformly distributed live load to maximize moment in the column. (b) Sketch the influence line for axial load in column AB 0 midspan every or the AA Figure 1 tion the shown in moment F P12.55. tion at s moment ence lin line for
Transcribed Image Text:moment at B. (c) Determine the maximum value of load moment at B produced by the set of wheel loads. A 20 A B 60'- C -60' P12.51 B C D Lee7724x_ch12_526-601.indd 600 P12.52. Draw the qualitative influence lines for RA, RB, Mc, Vc, and shear to the left of support D for the beam in Figure P12.52. D E P12.52 Ive 9 kips 9 kips F 10 551010'—+5'd G P12.53 (a) Draw a qualitative influence line for the moment at the top of column AB in Figure P12.53. Indi- cate the spans that should be loaded with a uniformly distributed live load to maximize moment in the column. (b) Sketch the influence line for axial load in column AB 0 midspan every or the AA Figure 1 tion the shown in moment F P12.55. tion at s moment ence lin line for
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