The 175 x 100 x 16 mm angle shown connected to a gusset plate with three 25 mm bolts (A490) when threads are excluded from shear planes. The angle consists of A36 steel. Properties of 175 x 100 x 16 A36 Steel Properties of A490 bolts A = 4181 mm² t = 16 mm Fy = 248 MPa F₁ = 400 MPa Fy= 276 MPa Nominal hole dia. = 27 mm a. Compute the tensile strength of the connection due to bearing failure of bolts b. Compute the tensile strength of the connection due to shear failure of bolts 75 100 Gusset Plate 100 100 c. Compute the tensile strength of the connection due to tearing of angular section d. Compute the allowable block shear strength e. Compute the allowable tensile strength of the connection

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Subject: Steel design- Bolted Steel Connection

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The 175 x 100 x 16 mm angle shown connected to a gusset plate with three 25 mm bolts
(A490) when threads are excluded from shear planes. The angle consists of A36 steel.
Properties of 175 x 100 x 16
A36 Steel
Properties of A490 bolts
A = 4181 mm²
t = 16 mm
Fy = 248 MPa
F₁ = 400 MPa
a. Compute the tensile strength of the connection
b. Compute the tensile strength of the
connection due to shear failure of bolts
Fy = 276 MPa
Nominal hole dia. = 27 mm
due to bearing failure of bolts
75
T+
100
Gusset Plate
100
100
c. Compute the tensile strength of the connection due to tearing of angular section
d. Compute the allowable block shear strength
e. Compute the allowable tensile strength of the connection
Transcribed Image Text:The 175 x 100 x 16 mm angle shown connected to a gusset plate with three 25 mm bolts (A490) when threads are excluded from shear planes. The angle consists of A36 steel. Properties of 175 x 100 x 16 A36 Steel Properties of A490 bolts A = 4181 mm² t = 16 mm Fy = 248 MPa F₁ = 400 MPa a. Compute the tensile strength of the connection b. Compute the tensile strength of the connection due to shear failure of bolts Fy = 276 MPa Nominal hole dia. = 27 mm due to bearing failure of bolts 75 T+ 100 Gusset Plate 100 100 c. Compute the tensile strength of the connection due to tearing of angular section d. Compute the allowable block shear strength e. Compute the allowable tensile strength of the connection
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