A WT8X50, Fy =50 ksi has two lines of 7/8" bolts as shown below. There are 4 bolts in each line, 3" on center. Find the tension capacity of the WT section. WT 8X 50

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A C15x40 channel section is bolted to a gusset plate is used to resist a tensile loadPu =313 k. The bolts are 3/4 inch  diameter bolts A325 N (Group A, N Type) used insingle 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 detailshowing how the bolts are arranged and showing spacing and edge distances onthis 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 transversewelds only along the channel web, determine the required fillet size to thenearest 16th of an inch.

Tension Member -Problem 2 9 - 4" Bolts Gusset Plate Plate thickness t = ½" 2" Tension Member A36 Steel Plate 3" P, 10" и 3" d h Compare Tension Capacity of line 2" e abcde and line An Ag fgchi 4" 4"