Design a rivet that is utilized in a double riveted butt joint which connectstwo 12 mm thick plates. The efficiency of riveting joint is 80% and the pitch is80 mm. If the allowable stresses for the plate material are (tensile stress of 100MPa, shear stress - 75 MPa, bearing stress o 180 MPa) and for the rivetmaterial are (tensile stress o 120 MPa, shear stress r= 90 MPa, bearing stress deme 200 MPa), use F.S. 1.UltimateYield stress Shear stressPower(kw)Torque(Nm) stress (Mpa)1000Compressionstress (Mpa)Ductility (%)(Mpa)(Mpa)16064040028030Modulus ofFracture stress Bending StressModulus ofRigidity (Gpa)Elasticity(GPa)Bending Moment(Nm)Factor of Safety(Mpa)(Mpa)22070250280120

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Design a rivet that is utilized in a double riveted butt joint which connects two 12 mm thick plates. The efficiency of riveting joint is 80% and the pitch is 80 mm. If the allowable stresses for the plate material are (tensile stress d 100 MPa, shear stress - 75 MPa, bearing stress d. 180 MPa) and for the rivet material are (tensile stress -120 MPa, shear stress r= 90 MPa, bearing stress o 200 MPa), use F.S. 1. m

Design a rivet that is utilized in a double riveted butt joint which connects two 12 mm thick plates. The efficiency of riveting joint is 80% and the pitch is 80 mm. If the allowable stresses for the plate material are (tensile stress d 100 MPa, shear stress - 75 MPa, bearing stress d. 180 MPa) and for the rivet material are (tensile stress -120 MPa, shear stress r= 90 MPa, bearing stress o 200 MPa), use F.S. 1. m

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Question

Design a rivet that is utilized in a double riveted butt joint which connects
two 12 mm thick plates. The efficiency of riveting joint is 80% and the pitch is
80 mm. If the allowable stresses for the plate material are (tensile stress of 100
MPa, shear stress - 75 MPa, bearing stress o 180 MPa) and for the rivet
material are (tensile stress o 120 MPa, shear stress r= 90 MPa, bearing stress de
me 200 MPa), use F.S. 1.
Ultimate
Yield stress Shear stress
Power
(kw)
Torque
(Nm) stress (Mpa)
1000
Compression
stress (Mpa)
Ductility (%)
(Mpa)
(Mpa)
160
640
400
280
30
Modulus of
Fracture stress Bending Stress
Modulus of
Rigidity (Gpa)
Elasticity
(GPa)
Bending Moment
(Nm)
Factor of Safety
(Mpa)
(Mpa)
220
70
250
280
120

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