The 175 x 100 x 16 mm angle shown in the figure 3.28 connected to a gusset plate with three 25 mm Ø bolts (A 490) when threads are excluded from shear planes. The angle consists of A 36 steel. Properties of 175 x 100 x 16 A = 4181 mm² t = 16 mm 4 A 36 Steel Fy = 248 MPa Fu = 400 MPa Compute the tensile strength of the connection due to bearing failure of bolts. Compute the tensile strength of the connection due to shear of failure of bolts. Compute the tensile strength of the connection due to tearing of angular section. Compute the allowable block shear strength. Properties of A 490 bolts F₂ = 276 MPa Nominal hole diam. = 27 mm 75 100 Garret Plane 100 100 50

The 175 x 100 x 16 mm angle shown in the figure 3.28 connected to a gusset plate with three 25 mm Ø bolts (A 490) when threads are excluded from shear planes. The angle consists of A 36 steel. Properties of 175 x 100 x 16 A = 4181 mm² t = 16 mm 4 A 36 Steel Fy = 248 MPa Fu = 400 MPa Compute the tensile strength of the connection due to bearing failure of bolts. Compute the tensile strength of the connection due to shear of failure of bolts. Compute the tensile strength of the connection due to tearing of angular section. Compute the allowable block shear strength. Properties of A 490 bolts F₂ = 276 MPa Nominal hole diam. = 27 mm 75 100 Garret Plane 100 100 50

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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