Q2: An office building of simple construction has a constant bay width of 10 m in the longitudinal direction. In the transverse direction, the column spacings are 4.5 m followed by 3 m. Assuming that the slab spans one-way, calculate the moments and forces required for internal longitudinal beam design. Use the following structural data, Structural members: Longitudinal beam: Transverse beam: UB 533×210×122 UB 356×165×40 Slab: 250 mm thick RC Imposed loading General office: 2.0 kN/m²

Q2: An office building of simple construction has a constant bay width of 10 m in the longitudinal direction. In the transverse direction, the column spacings are 4.5 m followed by 3 m. Assuming that the slab spans one-way, calculate the moments and forces required for internal longitudinal beam design. Use the following structural data, Structural members: Longitudinal beam: Transverse beam: UB 533×210×122 UB 356×165×40 Slab: 250 mm thick RC Imposed loading General office: 2.0 kN/m²

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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