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 *
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 *
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F8de183ed-4e3f-4fc3-9d9a-b8b87902ed4c%2F3deaae08-87a4-4aa9-bb20-87eefb2192df%2Fb0gz6an_processed.jpeg&w=3840&q=75)
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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