your ID No., kN/m) uniformly distributed load will be applied in the entire beam span and another 15 kN/m (plus half of the last two digits of your ID No., kN/m) uniformly distributed load will be applied in column. The beam section is illustrated in Figure 2b. Hint: after solving vertical reaction in the roller support, cut the beam 6 m from the roller support to get the moment for flexural stress

your ID No., kN/m) uniformly distributed load will be applied in the entire beam span and another 15 kN/m (plus half of the last two digits of your ID No., kN/m) uniformly distributed load will be applied in column. The beam section is illustrated in Figure 2b. Hint: after solving vertical reaction in the roller support, cut the beam 6 m from the roller support to get the moment for flexural stress

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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