Steel DesignA W610 x 82 beam of A 36 steel has end reaction of 302 kN andis supported on a plate with a length of bearing of 157 mm. Fy= 248 MPa.Properties:d = 599 mmtw = 10 mmtf = 12.8 mmK = 32.36If the beam is inadequate with respect to web crippling,determine the length of bearing needed to prevent webcrippling at the end reaction. Determine the end reaction dueto web crippling.

In order to check the beam adequacy for web crippling let us first find the Nominal web crippling…

Answered: A W610 x 82 beam of A 36 steel has end…

A W610 x 82 beam of A 36 steel has end reaction of 302 kN and is supported on a plate with a length of bearing of 157 mm. Fy = 248 MPa. Properties: d = 599 mm tw- 10 mm

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

Types and properties of steel

Steel is an alloy of iron. It is formed by heating iron and combining carbon (0.1-1.7%) with it and minor amounts of other elements such sulfur, chromium, manganese, nickel, etc. Thousands of steel grades have been published, registered, or regulated around the world, each with its chemical composition, and special numbering systems have been devised in various countries to classify the vast number of alloys.

Question

Steel Design
A W610 x 82 beam of A 36 steel has end reaction of 302 kN and
is supported on a plate with a length of bearing of 157 mm. Fy
= 248 MPa.
Properties:
d = 599 mm
tw = 10 mm
tf = 12.8 mm
K = 32.36
If the beam is inadequate with respect to web crippling,
determine the length of bearing needed to prevent web
crippling at the end reaction. Determine the end reaction due
to web crippling.

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