ASSIGNMENT #5 PROBLEM: A built up section of A992 steel is made from plates fully welded together. The flanges consist of PL 16x380 and PL 12x500 for the web. Check the beam for flexure. Total load Deflection is limited to L/240. Cite all applicable specifications you used to solve the problem from NSCP 2015. 1. For full lateral support 2. For Lateral bracing at supports and midspan of AB. 3. For lateral bracing at supports only, what maximum WD and WL can the beam carry for WD/WL = 1.5.

ASSIGNMENT #5 PROBLEM: A built up section of A992 steel is made from plates fully welded together. The flanges consist of PL 16x380 and PL 12x500 for the web. Check the beam for flexure. Total load Deflection is limited to L/240. Cite all applicable specifications you used to solve the problem from NSCP 2015. 1. For full lateral support 2. For Lateral bracing at supports and midspan of AB. 3. For lateral bracing at supports only, what maximum WD and WL can the beam carry for WD/WL = 1.5.

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.11.8P

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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

ASSIGNMENT #5
PROBLEM: A built up section of A992 steel is made from plates fully welded together. The flanges
consist of PL16X380 and PL12X500 for the web. Check the beam for flexure. Total load Deflection is
limited to L/240. Cite all applicable specifications you used to solve the problem from NSCP 2015.
1. For full lateral support
2. For Lateral bracing at supports and midspan of AB.
3. For lateral bracing at supports only, what maximum w, and w, can the beam carry for " = 1.5.
PL16X380
W, = 26 kN/m Includes self wt.
A W = 40 kN /m
B
10m
2m
PL12x500

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