A W 21 x 93 A36 steel is used for a cantilever beam with a span of 5.0m PROPERTIES OF W 14 x 132 A = 17 600 mm² d = 549 mm I, = 862 x105 mm² l, = 38.7 x105 mm* tw = 14.7 mm b, = 214 mm t₁ = 23.6 mm The beam is used to carry a distributed dead load of 60kN/m and a distributed live load of 75kN/m A. Determine the shear flow at neutral axis. B. Determine the allowable shear capacity of the section using ASD NSCP 2001 C. Determine the design shear capacity of the section using LRFD NSCP 2015

A W 21 x 93 A36 steel is used for a cantilever beam with a span of 5.0m PROPERTIES OF W 14 x 132 A = 17 600 mm² d = 549 mm I, = 862 x105 mm² l, = 38.7 x105 mm* tw = 14.7 mm b, = 214 mm t₁ = 23.6 mm The beam is used to carry a distributed dead load of 60kN/m and a distributed live load of 75kN/m A. Determine the shear flow at neutral axis. B. Determine the allowable shear capacity of the section using ASD NSCP 2001 C. Determine the design shear capacity of the section using LRFD NSCP 2015

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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Topic: COMBINED STRESS - STEEL DESIGN
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