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
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
Transcribed Image Text: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
(2)
(5)
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.
Compute the allowable tensile
strength of the connection.
Properties of A 490 bolts
F₂ = 276 MPa
Nominal hole diam. = 27 mm
75
100
Gueret Plane
100
100
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