Answered: 2.75" D= 20 k +L=40 k 1.5" WT10.5 x 31…

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

A beamtocolumn connection is made with a structural tee as shown in Figure . Eight 3⁄4inchdiameter, Group A, fully tightened bearingtype bolts are used to attach the flange of the tee to the column flange. Investigate the adequacy of this connection (the teetocolumn connection) if it is subjected to a service dead load of 20 kips and a service live load of 40 kips at an eccentricity of 2.75 inches. Assume that the bolt threads are in the plane of shear. All structural steel is A992.

2.75" D= 20 k
+L=40 k
1.5"
WT10.5 x 31
3 @ 3"
11.5"
8"
W10 x 49

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