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.

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.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter7: Simple Connections

Section: Chapter Questions

Problem 7.6.4P

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