3. Check if the allowable modified tensile strength of bolt group under combined tensile force of Px=225 kN and shear force of Py=600 kN is adequate. (Assume that connected plies are safe against shear tearing out and bearing failure) [all dimensions are in mm] Given Bolts M22 8.8 Material of Bolts: 8.8 Threads are NOT in plane of shear. Fyb 640 N/mm² Fub-800 N/mm² Fny nominal shear stress of bolt Fnt nominal tensile stress of bolt f required shear stress of bolt 22=2.0 Py A .Px A 50 100 100 50 -50 -150 SECTION A-A -50-

3. Check if the allowable modified tensile strength of bolt group under combined tensile force of Px=225 kN and shear force of Py=600 kN is adequate. (Assume that connected plies are safe against shear tearing out and bearing failure) [all dimensions are in mm] Given Bolts M22 8.8 Material of Bolts: 8.8 Threads are NOT in plane of shear. Fyb 640 N/mm² Fub-800 N/mm² Fny nominal shear stress of bolt Fnt nominal tensile stress of bolt f required shear stress of bolt 22=2.0 Py A .Px A 50 100 100 50 -50 -150 SECTION A-A -50-

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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