4. For the beam shown in Fig.4, draw the qualitative influence lines for (i) Bending moments, Mc (ii) Support reactions, RB (iii) Shear forces, Vc If the beam is subjected to a uniformly distributed dead load of 2k/ft and moving live loads of 1k/ft, calculate the maximum values of positive Mp and RB by using stiffness method. A B fm. C 25' 30' Fig.4: Continuous beam

4. For the beam shown in Fig.4, draw the qualitative influence lines for (i) Bending moments, Mc (ii) Support reactions, RB (iii) Shear forces, Vc If the beam is subjected to a uniformly distributed dead load of 2k/ft and moving live loads of 1k/ft, calculate the maximum values of positive Mp and RB by using stiffness method. A B fm. C 25' 30' Fig.4: Continuous beam

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter15: Slope-deflection Method

Section: Chapter Questions

Problem 16P

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