PROBLEM: A built up section of A992 steel is made from plates fully welded togethe 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. 1. For full lateral support 2. For Lateral bracing at supports and midspans. 3. For lateral bracing at supports only. If the beam cannot carry the given loads can be loaded for w/wp = 1.5. LRFD NSCP 2010 what maximum w and WL B. A. ASD NSCP 2001 112- = 26 kN/m includes self weight W. = 40 kN/m y PL16x380

PROBLEM: A built up section of A992 steel is made from plates fully welded togethe 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. 1. For full lateral support 2. For Lateral bracing at supports and midspans. 3. For lateral bracing at supports only. If the beam cannot carry the given loads can be loaded for w/wp = 1.5. LRFD NSCP 2010 what maximum w and WL B. A. ASD NSCP 2001 112- = 26 kN/m includes self weight W. = 40 kN/m y PL16x380

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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Question

USE NCSP 2015

1. For full lateral support
A Wp kN/m
A
WD kN/m
A
W₁ kN/m
10m
2. For Lateral bracing at supports and midspans.
WD kN/m
W₁ kN/m
10m
B
W₁ kN/m
3. For lateral bracing at supports only.
10m
B
8m
B
8m
C
8m
C
y
PL16x380
PL12x500
y
PL16x380
PL12x500
y
PL16x380

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.
1. For full lateral support
2. For Lateral bracing at supports and midspans.
3. For lateral bracing at supports only. If the beam cannot carry the given loads
what maximum w and w can be loaded for w₁/wd = 1.5.
A. ASD NSCP 2001
B. LRFD NSCP 2010
A
WD 26 kN/m includes self weight
=
10m
B
W₁ = 40 kN/m
8m
y
PL16x380
PL12x500

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Step 1: Determine the given data:

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Step 2: Calculation of support reactions:

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Step 3: Computation of the moment

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Step 4: 1. Flexural strength check

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Step 5: 2. For Lateral bracing at supports and midspan of AB.

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Step 6: 3. Check for deflection:

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