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

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.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

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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Step 1: Given framed beam connection

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Step 2: Calculate the end reaction for three row connection:

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Step 3: Calculate the end reaction for web of the beam

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Step 4: Calculate four row connection

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Step 5: Calculate the end reaction for girder web strength 

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Step 6: The girder web strength

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Step 7: The length of the web angle

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