Check whether the bolts provided in the hanger connection as shown in figure are adequate. The end plate welded connection shown in the figure need not be designed. The end distance of the bolt is 35 mm and two M30 bolts of grade 4.6 are used to make the connection. The end plate is 230 mm x 150 mm is size. (Use Fe410 grade steel) Assume bolts to be non-pre-tensioned. 35 mm ly 230 mm 16 mm 200 KN 1 25 mm. T 8 mm fillet weld

Check whether the bolts provided in the hanger connection as shown in figure are adequate. The end plate welded connection shown in the figure need not be designed. The end distance of the bolt is 35 mm and two M30 bolts of grade 4.6 are used to make the connection. The end plate is 230 mm x 150 mm is size. (Use Fe410 grade steel) Assume bolts to be non-pre-tensioned. 35 mm ly 230 mm 16 mm 200 KN 1 25 mm. T 8 mm fillet weld

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 7.7.3P

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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.
A bolted connection shown consists of two plates 300mm x12mm connected by 4 - 22 mm diameter bolts. Edge distances = 75mm dhole for tensile and rupture = db + 3 mm dhole for bearing strength for Lc = db + 1.5 mm Fy = 248 Mpa Fu = 400 Mpa Fn = 330 Mpa Use LRFD design method. Determine the design strength due to the gross yielding of plates. (kN)
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