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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Subject: Steel design- Bolted Steel Connection
*Use NSCP 2015 formula/guide to solve this problem
*Use Handwritten
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