An exterior beam has a span of 6m which supports a monolithic slab on both sides cantilevering on the cross-section's left and right side. The monolithically slab on the right is cantilevering a distance of 2.9m from the centroid of the beam and 1.5m on the left. The upper slab surface carries a uniform live load of 1kPa, while the beam carries a uniformly distributed live load of 20kN/m. Given: f'c = 30MPa fy = 420MPa fyt = 276 MPa Slab thickness = 100mm Columns dimensions = 450mm x 450mm [supporting the beam] diameter 20mm main reinforcement and diameter 10mm for stirrups

An exterior beam has a span of 6m which supports a monolithic slab on both sides cantilevering on the cross-section's left and right side. The monolithically slab on the right is cantilevering a distance of 2.9m from the centroid of the beam and 1.5m on the left. The upper slab surface carries a uniform live load of 1kPa, while the beam carries a uniformly distributed live load of 20kN/m. Given: f'c = 30MPa fy = 420MPa fyt = 276 MPa Slab thickness = 100mm Columns dimensions = 450mm x 450mm [supporting the beam] diameter 20mm main reinforcement and diameter 10mm for stirrups

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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