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 *

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

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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