O Based on bolt capacity in shear. O Based on bolt bearing capacity. ® Based on block shear strength of the double angle.
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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Question
![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.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F29fe18a9-8fd6-444f-a7f8-b7a197c83695%2F2ffefe28-9c00-41df-ac20-29a2b938f19e%2F56k6q8d_processed.png&w=3840&q=75)
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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F29fe18a9-8fd6-444f-a7f8-b7a197c83695%2F2ffefe28-9c00-41df-ac20-29a2b938f19e%2Fm80iwgi_processed.png&w=3840&q=75)
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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