Use A 992 Steel and Select the most economical W shape for the beam shown in the figure below. The beam weight is not included in the service loads shown. Do not check deflection. Assume continuous Lateral support. K 6 IPD = 10k PL=20k 164 WD=3-33 K/F+ WL-6-67 k/Ft *

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Author:Segui, William T.
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Chapter5: Beams
Section: Chapter Questions
Problem 5.11.6P
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Use A 992 Steel and Select the most economical W shape for the beam shown
in the figure below. The beam weight is not included in the service
loads shown. Do not check deflection. Assume continuous Lateral support.
K
6
IPD = lok
PL=20k
*
161
1
WD= 3-33 K/F+
WL=6-67 k/Ft
-xhul
Transcribed Image Text:Use A 992 Steel and Select the most economical W shape for the beam shown in the figure below. The beam weight is not included in the service loads shown. Do not check deflection. Assume continuous Lateral support. K 6 IPD = lok PL=20k * 161 1 WD= 3-33 K/F+ WL=6-67 k/Ft -xhul
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