Design a framed beam connection for a W18 x 50 to support a dead load reaction of 30 k and a live load reaction of 20 k, using the LRFD and ASD methods. The beam's top flange is to be coped for a 2-in depth, and 7/8-in A325-X bolts in standard- size holes are to be used.The beam is connected to a W27 x 146 girder. Connection is A36,while W shapes are A992

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Design a framed beam connection for a W18 x 50 to support a
dead load reaction of 30 k and a live load reaction of 20 k,
using the LRFD and ASD methods.The beam's top flange is to
be coped for a 2-in depth, and 7/8-in A325-X bolts in standard-
size holes are to be used.The beam is connected to a W27 x 146
girder. Connection is A36,while W shapes are A992
in
12 in
L=1 / in
3-in spacing
14 in
= 1 in
Transcribed Image Text:Design a framed beam connection for a W18 x 50 to support a dead load reaction of 30 k and a live load reaction of 20 k, using the LRFD and ASD methods.The beam's top flange is to be coped for a 2-in depth, and 7/8-in A325-X bolts in standard- size holes are to be used.The beam is connected to a W27 x 146 girder. Connection is A36,while W shapes are A992 in 12 in L=1 / in 3-in spacing 14 in = 1 in
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