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4a. Draw the quantitative (i.e. including values) influence line for the vertical reaction at E. A 4 m A 4b. Draw the quantitative influence line for the internal moment at C. 4m B 4m B 4m 4m 4c. Draw the quantitative influence line for the internal shear just to the left of B. B 4m B 4m 4m 4m 4m 4m D 4m D D 4d. The quantitative influence line for the internal moment at E is given below. For a uniformly distributed Dead Load of 3 kN/m, a concentrated Live Load of 15 kN, and a uniformly distributed Live Load of variable length of 5 kN/m, compute the maximum positive internal moment E for which the beam must be designed. D 4m + 4m 4m E 4m 244

4a. Draw the quantitative (i.e. including values) influence line for the vertical reaction at E. A 4 m A 4b. Draw the quantitative influence line for the internal moment at C. 4m B 4m B 4m 4m 4c. Draw the quantitative influence line for the internal shear just to the left of B. B 4m B 4m 4m 4m 4m 4m D 4m D D 4d. The quantitative influence line for the internal moment at E is given below. For a uniformly distributed Dead Load of 3 kN/m, a concentrated Live Load of 15 kN, and a uniformly distributed Live Load of variable length of 5 kN/m, compute the maximum positive internal moment E for which the beam must be designed. D 4m + 4m 4m E 4m 244

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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This is all one problem please solve all parts. hand written, answers only 
4a. Draw the quantitative (i.e. including values) influence line for the vertical reaction at E. A A 4 m A 4b. Draw the quantitative influence line for the internal moment at C. 4m B D 4m B 4m 4m B D 4c. Draw the quantitative influence line for the internal shear just to the left of B. 4m B 4m 4m 4m + -8 4m 4m D + 4 m D D ment at E is given For a uniformly distributed Dead Load 4d. he quantitative influence line for the internal of 3 kN/m, a concentrated Live Load of 15 kN, and a uniformly distributed Live Load of variable length of 5 kN/m, compute the maximum positive internal moment at E for which the beam must be designed. D 4m + 4 m 4 m 244 4 m E E E 244
Transcribed Image Text:4a. Draw the quantitative (i.e. including values) influence line for the vertical reaction at E. A A 4 m A 4b. Draw the quantitative influence line for the internal moment at C. 4m B D 4m B 4m 4m B D 4c. Draw the quantitative influence line for the internal shear just to the left of B. 4m B 4m 4m 4m + -8 4m 4m D + 4 m D D ment at E is given For a uniformly distributed Dead Load 4d. he quantitative influence line for the internal of 3 kN/m, a concentrated Live Load of 15 kN, and a uniformly distributed Live Load of variable length of 5 kN/m, compute the maximum positive internal moment at E for which the beam must be designed. D 4m + 4 m 4 m 244 4 m E E E 244
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