For non-prestressed T-beams supporting monolithic or composite slabs, the effective flange width bf shall include the beam web width by plus an effective overhanging flange width in accordance with NSCP 2015 where h is slab thickness and sy is the clear distance to the adjacent web. The dimensional limits for effective overhanging falnge width for T-beams with slabs each side of web is: OA 8h Sw/2 ln/4 Least of: OB. 8h Least of: Sw/2 en/8 OC. 6h Sw/2 ln/8 Least of: OD. 8h Sw/2 ln/12 Least of:

For non-prestressed T-beams supporting monolithic or composite slabs, the effective flange width bf shall include the beam web width by plus an effective overhanging flange width in accordance with NSCP 2015 where h is slab thickness and sy is the clear distance to the adjacent web. The dimensional limits for effective overhanging falnge width for T-beams with slabs each side of web is: OA 8h Sw/2 ln/4 Least of: OB. 8h Least of: Sw/2 en/8 OC. 6h Sw/2 ln/8 Least of: OD. 8h Sw/2 ln/12 Least of:

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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