5. For the connection as shown in Figure below, subject to tension and shear, two angles L4 X 31/2 X 5/8 are used to carry their maximum capacity as a tension member of A36 steel. Assume the connection of the angles to the structural tee (WT) web will be along single gage line as shown. Determine the number and positioning of 7/8 in-diameter A325 bolts to attach the WT to the flange of a W section. The flange of WT and the W shape are bolt 3/4 in thick and A36 steel is used. Use a bearing-type A325-X connection. WT 34 3" spacing diam A.325 2-L4 × 3 ×

Introductory Circuit Analysis (13th Edition)
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ISBN:9780133923605
Author:Robert L. Boylestad
Publisher:Robert L. Boylestad
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5. For the connection as shown in Figure below, subject to tension
and shear, two angles L4 X 31/2 X 5/8 are used to carry their
maximum capacity as a tension member of A36 steel. Assume the
connection of the angles to the structural tee (WT) web will be along
single gage line as shown. Determine the number and positioning of
7/8 in-diameter A325 bolts to attach the WT to the flange of a W
section. The flange of WT and the W shape are bolt 3/4 in thick and
A36 steel is used. Use a bearing-type A325-X connection.
WT
34
3"
spacing
diam A.325
2-L4 × 3 ×
Transcribed Image Text:5. For the connection as shown in Figure below, subject to tension and shear, two angles L4 X 31/2 X 5/8 are used to carry their maximum capacity as a tension member of A36 steel. Assume the connection of the angles to the structural tee (WT) web will be along single gage line as shown. Determine the number and positioning of 7/8 in-diameter A325 bolts to attach the WT to the flange of a W section. The flange of WT and the W shape are bolt 3/4 in thick and A36 steel is used. Use a bearing-type A325-X connection. WT 34 3" spacing diam A.325 2-L4 × 3 ×
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