Two plates each with thickness t = bolted together with 6-22 mm a bolts forming a lap connection. Bolt spacing are as follows: S140 mm, S2 = 80 mm, S3 = 100 mm Bolt hole diameter = 25 mm

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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3.29-A CE Board May 2011
Two plates each with thickness t = 16 mm are
bolted together with 6-22 mm a bolts forming
a lap connection. Bolt spacing are as follows:
S140 mm, S2 = 80 mm, S3= 100 mm
Bolt hole diameter = 25 mm
Allowable stress:
Tensile stress on gross area of the plate
= 0.60 Fy
Tensile stress on net area of the plate
= 0.50 Fu
Shear stress of the bolt: Fv = 120 MPa
Bearing stress of the bolt: Fp = 1.2 Fu
Calculate the permissible tensile load P under
the following conditions.
Based on shear capacity of bolts.
2 Based on bearing capacity of bolts.
Ⓒ Based on block shear strength.
Transcribed Image Text:3.29-A CE Board May 2011 Two plates each with thickness t = 16 mm are bolted together with 6-22 mm a bolts forming a lap connection. Bolt spacing are as follows: S140 mm, S2 = 80 mm, S3= 100 mm Bolt hole diameter = 25 mm Allowable stress: Tensile stress on gross area of the plate = 0.60 Fy Tensile stress on net area of the plate = 0.50 Fu Shear stress of the bolt: Fv = 120 MPa Bearing stress of the bolt: Fp = 1.2 Fu Calculate the permissible tensile load P under the following conditions. Based on shear capacity of bolts. 2 Based on bearing capacity of bolts. Ⓒ Based on block shear strength.
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