CIVIL ENGINEERING - STEEL DESIGN ; USE NSCP 2015 The beam shown is made up of W840 x 193 (Fy = 248 MPa) and is 8m long. The bearing length at the support is 100mm and at the concentrated load is 120mm. A load P acting in the plane of the web is acting at the midspan. Use ASD. tw = 14.7mm,tf= 21.7 mm, d = 840.5 and k = 42.2 mm. Neglecting the weight of the beam determine the following: 2. 1. maximum value of P so that the member is safe against web yielding maximum value of P so that the member is safe against web crippling maximum value of P the member could carry P 3. P W 8m ▸ W840 x 193

CIVIL ENGINEERING - STEEL DESIGN ; USE NSCP 2015 The beam shown is made up of W840 x 193 (Fy = 248 MPa) and is 8m long. The bearing length at the support is 100mm and at the concentrated load is 120mm. A load P acting in the plane of the web is acting at the midspan. Use ASD. tw = 14.7mm,tf= 21.7 mm, d = 840.5 and k = 42.2 mm. Neglecting the weight of the beam determine the following: 2. 1. maximum value of P so that the member is safe against web yielding maximum value of P so that the member is safe against web crippling maximum value of P the member could carry P 3. P W 8m ▸ W840 x 193

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter4: Compression Members

Section: Chapter Questions

Problem 4.7.3P

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