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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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.
Transcribed Image Text: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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