Steel design.The lap joint shown consist of bolts 22mm in diameter in 25mm diameter holes, The plates are A36 steel with Fy=250MPa, and Fu=400MPa. Use x1=50 mm ,x2= 160mm ,x3=60mm and plate thickness t=12mm for this problem.The allowable stress are:Bearing stress on project are,Fc=1.5FuTension on the net area of plates,Ft=0.5FuShear on the plates, Fv=0.3FuShear strength of bolt,Fv=210MPaDet. the value of Load P based on bolt shearDet. the value of Load P base on bearing on projected area on plate.Det. the value of load P based on block shear Problem 2The lap joint shown consists of bolts 22 mm indiameter in 25 mm-diameter holes, The plates areA36 steel with Fy = 250 MPa and Fu = 400 MPa. UseX1= 50 mm, x2 = 160 mm, x3 = 60 mm and platethickness t 12 mm for this problem.The allowable stresses are:Bearing stress on projected area, Fp = 1.5 FuTension on net area of plates, F= 0.5 FuShear on plates, F, = 0.3 FuShear strength of bolt, Fv 210 MPa- Determine the value of load Pbased on bolt shear.- Determine the value of load Pbased on bearing on projected area on plate.- Determine the value of load P based on block shear.10-0--

We have to determine the value of load P based on bolt shear and value of P based on bearing on…

Answered: Steel design. The lap joint shown…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Steel design. The lap joint shown consist of bolts 22mm in diameter in 25mm diameter holes, The plates are A36 steel with Fy=250MPa, and Fu=400MPa. Use x1=50 mm ,x2= 160mm ,x3=60mm and plate thickness t=12mm for this problem. The allowable stress are: Bearing stress on project are,Fc=1.5Fu Tension on the net area of plates,Ft=0.5Fu Shear on the plates, Fv=0.3Fu Shear strength of bolt,Fv=210MPa Det. the value of Load P based on bolt shear Det. the value of Load P base on bearing on projected area on plate. Det. the value of load P based on block shear

Problem 2
The lap joint shown consists of bolts 22 mm in
diameter in 25 mm-diameter holes, The plates are
A36 steel with Fy = 250 MPa and Fu = 400 MPa. Use
X1= 50 mm, x2 = 160 mm, x3 = 60 mm and plate
thickness t 12 mm for this problem.
The allowable stresses are:
Bearing stress on projected area, Fp = 1.5 Fu
Tension on net area of plates, F= 0.5 Fu
Shear on plates, F, = 0.3 Fu
Shear strength of bolt, Fv 210 MPa
- Determine the value of load P
based on bolt shear.
- Determine the value of load P
based on bearing on projected area on plate.
- Determine the value of load P based on block shear.
10
-0--

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