engineering recuitment GATE CE 2023-24 Test Series Design of Steel Structures Structural Fasteners Riveted Connections
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 Fe 410 plates are used. Assume shearing plane of bolts passes through net area of section of bolts.
1
45.27 kN
2
90.24 kN
3
81.49 kN
4
89.41 kN