1. Two A36 16mm thick steel plates are connected by four rivets shown. 1:11 PU a. Calculate design strength in KN considering tension failure on gross section yielding. b. Calculate design strength in KN considering tension failure on net section fracture. c. Calculate design strength in KN considering block shear rupture. f. Calculate the ultimate safe load "PU" in KN. Given: 500 X =175mm Rivet Dia.=20mm Y=200mm Fy=248Mpa Fu=40 Mpa Bolt Dia.=22mm

1. Two A36 16mm thick steel plates are connected by four rivets shown. 1:11 PU a. Calculate design strength in KN considering tension failure on gross section yielding. b. Calculate design strength in KN considering tension failure on net section fracture. c. Calculate design strength in KN considering block shear rupture. f. Calculate the ultimate safe load "PU" in KN. Given: 500 X =175mm Rivet Dia.=20mm Y=200mm Fy=248Mpa Fu=40 Mpa Bolt Dia.=22mm

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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Pressure and Stress

Question

1. Two A36 16mm thick steel plates are connected by four rivets shown.
1:11
Pu
a. Calculate design strength in KN considering tension
failure on gross section yielding.
b. Calculate design strength in KN considering tension
failure on net section fracture.
c. Calculate design strength in KN considering block shear rupture.
f. Calculate the ultimate safe load "P" in KN.
Given:
500
X =175mm
Rivet Dia.=20mm
Y=200mm
Fy=248Mpa
Fu=40 Mpa
Bolt Dia.=22mm

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Step 1: Calculate the tension failure on gross section failure, Net section failure , Block shear rupture

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