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 WD and WL w, can be loaded for w/w = 1.5. ASD NSCP 2001 B. LRFD NSCP 2010 A. A WD 26 kN/m includes self weight = 10m B W₁ = 40 kN/m 8m C ^y PL16x380 PL12x500 81
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 WD and WL w, can be loaded for w/w = 1.5. ASD NSCP 2001 B. LRFD NSCP 2010 A. A WD 26 kN/m includes self weight = 10m B W₁ = 40 kN/m 8m C ^y PL16x380 PL12x500 81
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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 WD and WL
w, can be loaded for w/w = 1.5.
ASD NSCP 2001
B.
LRFD NSCP 2010
A.
A
WD 26 kN/m includes self weight
=
10m
B
W₁ = 40 kN/m
8m
C
^y
PL16x380
PL12x500
81
Transcribed Image Text:1. For full lateral support
A WD kN/m w₁ kN/m
A
10m
A
2. For Lateral bracing at supports and midspans.
WD kN/m
W₁ kN/m
10m
B
w₁ kN/m
10m
B
3. For lateral bracing at supports only.
Wp kN/m
8m
B
8m
C
8m
y
PL16x380
PL12x500
y
PL16x380
PL12x500
y
PL16x380
PL12x500
X
X
x
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