1. The connection shown consist of 10-A490 bolts and isattached to the column flange. The bolts are subject to shear and tension in a bearing -type connection with no threads in the shear plane. Assume the strength of column flange and the plates does not govern the strength. a. Investigate the adequacy of the bolts if P = 300 kN. b. Determine the safe value of P. 200 mm W shape 75 mm 75 mm 375 mm 75 mm 75 mm 22 mm O bolt 250 mm

1. The connection shown consist of 10-A490 bolts and isattached to the column flange. The bolts are subject to shear and tension in a bearing -type connection with no threads in the shear plane. Assume the strength of column flange and the plates does not govern the strength. a. Investigate the adequacy of the bolts if P = 300 kN. b. Determine the safe value of P. 200 mm W shape 75 mm 75 mm 375 mm 75 mm 75 mm 22 mm O bolt 250 mm

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.5.3P

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The connection shown consist of 10 – A490 bolts and is attached to the column flange. Thebolts are subject to shear and tension in a bearing – type connection with no threads in theshear plane. Assume the strength of column flange and the plates does not govern thestrength.a. Investigate the adequacy of the bolts if P = 300 kN.b. Determine the safe value of P.
The connection shown in the figure 2-28 consist of 10 A490 bolts and is attached to the column flange. The bolts are subject to shear and tension in a bearing -type connection with no threads in the shear plane. Assume the strength of column flange and the plates does not govern the strength. a Investigate the adequacy of the bolts if P= 300KN b. Determine the safe value of P
A 15" x 3/8" bar of A572 Gr. 50 steel is used as a tension member. It is connected to a gusset plate with 7/8-in diameter bolts as shown in the figure. Use s = 2.0 and g = 3.0.a) Determine the design tensile strength of the section based on yielding of the gross area.b) Determine the critical net area of the connection shown.
A 15" x 3/8" bar of A572 Gr. 50 steel is used as a tension member. It is connected to a gusset plate with 7/8-in diameter bolts as shown in the figure. Use s = 2.0 and g = 3.0. Determine the critical net area of the connection shown. Determine the design tensile strength of the section based on yielding of the gross area.
Use load and resistance factor design and select a W shape with a nominal depth of 10 inches (a W 10) to resist a dead load of 175 kips and a live load of 175 kips. The connection will be through the flanges with two lines of 11 4 -inch-diameter bolts in each flange, as shown in Figure P3.6-6. Each line contains more than two bolts. The length of the member is 30 feet. Use A588 steal.