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.AA4 mA4b. Draw the quantitative influence line for the internal moment at C.4mBD4mB4m4mBD4c. Draw the quantitative influence line for the internal shear just to the left of B.4mB4m4m4m+-84m4mD+4 mDDment at E is givenFor a uniformly distributed Dead Load4d. he quantitative influence line for the internalof 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.D4m+4 m4 m2444 mEEE244

To determine ILD for reaction at EILD for an internal moment at CILD for shear just to the left of…

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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