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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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
Transcribed Image Text: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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