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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
USE NCSP 2015
Transcribed Image Text: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
Transcribed Image Text: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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