What will be the design shear strength of a bolt for the connection in which two plates, 10 mm and 18 mm thick are connected by a double cover butt joint using 6 mm cover plates as shown in figure. Given M20 bolts of grade 4.6 and Fe410 plates are used. Assume shearing plane of bolts passes through net area section of bolts. 6 mm cover plate Packing plate of 8 mm thickness 18 mm plate 10 mm plate 6 mm cover plate
What will be the design shear strength of a bolt for the connection in which two plates, 10 mm and 18 mm thick are connected by a double cover butt joint using 6 mm cover plates as shown in figure. Given M20 bolts of grade 4.6 and Fe410 plates are used. Assume shearing plane of bolts passes through net area section of bolts. 6 mm cover plate Packing plate of 8 mm thickness 18 mm plate 10 mm plate 6 mm cover plate
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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