a) For the two-storey building cross section shown below, calculate: w 35KN/m w = 35KN/m Roof w =55KN/m w = 40KN/m 1st floor Ground floor 3m 3m 3m 8m 8m A C D E F Column self-weight 2kN/m i) Bending moment in roof beam between gridlines D to F. ii) Bending moment in 1st floor beam between gridlines C to D. iii) Axial load in column on gridline B just above 1st floor level. iv) Axial load in column on gridline D just above the foundation. v) Axial load in column on gridline E just above the foundation.

a) For the two-storey building cross section shown below, calculate: w 35KN/m w = 35KN/m Roof w =55KN/m w = 40KN/m 1st floor Ground floor 3m 3m 3m 8m 8m A C D E F Column self-weight 2kN/m i) Bending moment in roof beam between gridlines D to F. ii) Bending moment in 1st floor beam between gridlines C to D. iii) Axial load in column on gridline B just above 1st floor level. iv) Axial load in column on gridline D just above the foundation. v) Axial load in column on gridline E just above the foundation.

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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