A bolted connection shown is made up of 2L150x 100 x 9.5 mm. The angle is made of A-36 steeland the bolts have diameter of 22 mm.Properties of 2L150 x 100 x 9.5 mm:A = 4660 mm2t = 9.5 mmFy= 248 MPaFu = 400 MPaProperties of 20 mm A-325 bolts: Fu = 400 MPa50 50 50 50 50 50,50힝힝이어Gusset Plate9.5mm100mmGusset Plate100mm31.2562.5T56.25a. Nominal dimension of hole diameter, dn = 25mmb. Determine the ultimate shear capacity (kN) ofthe connection.c. Determine the ultimate tearing capacity (kN)of the connection if the shear lag factor, U =0.75.

Draw the sectional diagram: Hole dia=25 mm

A bolted connection shown is made up of 2L150 x 100 x 9.5 mm. The angle is made of A-36 steel and the bolts have diameter of 22 mm. Properties of 2L150 x 100 x 9.5 mm: A = 4660 mm2 t = 9.5 mm Fy = 248 MPa Fu = 400 MPa Properties of 20 mm A-325 bolts: Fu = 400 MPa 50.50 힝힝어요 Gusset Plate 9.5mm 100mm Gusset Plate 100mm 31.25 62.5 56.25 a. Nominal dimension of hole diameter, dn = 25 mm b. Determine the ultimate shear capacity (kN) of the connection. c. Determine the ultimate tearing capacity (KN) of the connection if the shear lag factor, U = 0.75.

A bolted connection shown is made up of 2L150 x 100 x 9.5 mm. The angle is made of A-36 steel and the bolts have diameter of 22 mm. Properties of 2L150 x 100 x 9.5 mm: A = 4660 mm2 t = 9.5 mm Fy = 248 MPa Fu = 400 MPa Properties of 20 mm A-325 bolts: Fu = 400 MPa 50.50 힝힝어요 Gusset Plate 9.5mm 100mm Gusset Plate 100mm 31.25 62.5 56.25 a. Nominal dimension of hole diameter, dn = 25 mm b. Determine the ultimate shear capacity (kN) of the connection. c. Determine the ultimate tearing capacity (KN) of the connection if the shear lag factor, U = 0.75.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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