O Based on bolt capacity in shear. O Based on bolt bearing capacity. ® Based on block shear strength of the double angle.

Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter5: Beams
Section: Chapter Questions
Problem 5.6.3P
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40
50
double
angle
35
50
50
8 mm
gusset plate
O Based on bolt capacity in shear.
O Based on bolt bearing capacity.
® Based on block shear strength of the
double angle.
Transcribed Image Text:40 50 double angle 35 50 50 8 mm gusset plate O Based on bolt capacity in shear. O Based on bolt bearing capacity. ® Based on block shear strength of the double angle.
The diagonal at the left to the connection is a
double angle 90 mm x 90 mm x 8 mm, with
area of 2700 mm?, bolted to the 8 mm thick
gusset plate.
Bolt diameter = 16 mm
Bolt hole diameter = 18 mm
Bolt bearing capacity, Fp = 480 MPa
Bolt shear strength, Fv = 68 MPa
Steel plate strength and stresses are as
follows:
Yield strength, Fy 248 MPa
Ultimate strength, Fu = 400 MPa
Allowable tensile stress on the gross
area = 0.60 Fy
Allowable tensile stress on the net area =
%3D
0.50 Fu
Allowable shear stress on the net area =
0.30 Fu
Bolt bearing capacity, Fp = 1.2 Fy
Calculate the allowable tensile load, P(kN)
under the following conditions:
%3D
Transcribed Image Text:The diagonal at the left to the connection is a double angle 90 mm x 90 mm x 8 mm, with area of 2700 mm?, bolted to the 8 mm thick gusset plate. Bolt diameter = 16 mm Bolt hole diameter = 18 mm Bolt bearing capacity, Fp = 480 MPa Bolt shear strength, Fv = 68 MPa Steel plate strength and stresses are as follows: Yield strength, Fy 248 MPa Ultimate strength, Fu = 400 MPa Allowable tensile stress on the gross area = 0.60 Fy Allowable tensile stress on the net area = %3D 0.50 Fu Allowable shear stress on the net area = 0.30 Fu Bolt bearing capacity, Fp = 1.2 Fy Calculate the allowable tensile load, P(kN) under the following conditions: %3D
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