A C15x40 channel section is bolted to a gusset plate is used to resist a tensile load Pu =313 k. The bolts are 3/4 inch  diameter bolts A325 N (Group A, N Type) used in single shear to resist this load. The bolts are to be symmetric and arranged in 3 rows. 1) Determine the number of bolts needed for this connection. Draw a detail showing how the bolts are arranged and showing spacing and edge distances on this connection. Assume edge distance Le = 1.75db , use Le to nearest 1/4 in. 2) If the connection is to be replaced by a fillet welded connection with transverse welds only along the channel web, determine the required fillet size to the nearest 16th of an inch.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A C15x40 channel section is bolted to a gusset plate is used to resist a tensile load
Pu =313 k. The bolts are 3/4 inch  diameter bolts A325 N (Group A, N Type) used in
single shear to resist this load. The bolts are to be symmetric and arranged in 3 rows.
1) Determine the number of bolts needed for this connection. Draw a detail
showing how the bolts are arranged and showing spacing and edge distances on
this connection. Assume edge distance Le = 1.75db , use Le to nearest 1/4 in.
2) If the connection is to be replaced by a fillet welded connection with transverse
welds only along the channel web, determine the required fillet size to the
nearest 16th of an inch.

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