:Check the slab thickness for deflection control if slab thickness = 170 mm and the values of flexural stiffness (a) as shown on the beams in the figure below. fc = 21 MPa, fy = 420 MPa and Cols. = (375*375) mm. 5.4 7.6M 18:57 12:57 | 1. 89 3 18.9 7.6m.. 7.6m - 379 3.79 379 89 4379 8.9 6m 6m 6m

:Check the slab thickness for deflection control if slab thickness = 170 mm and the values of flexural stiffness (a) as shown on the beams in the figure below. fc = 21 MPa, fy = 420 MPa and Cols. = (375*375) mm. 5.4 7.6M 18:57 12:57 | 1. 89 3 18.9 7.6m.. 7.6m - 379 3.79 379 89 4379 8.9 6m 6m 6m

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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Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

: Check the slab thickness for deflection control if slab thickness = 170
mm and the values of flexural stiffness (a) as shown on the beams in the figure
below. fc = 21 MPa, fy = 420 MPa and Cols. = (375*375) mm.
7.6m
7.6m
18:57 1257 B
1.
3792 3.79
89
89
3
379 +379
89 89
7.6m -
6m
6m
6m

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