Quo 2.11. Design the longitudinal and circumferential joint for a boiler whose diameteris 2.4 meter and is subjected to a pressure of 1 N/mm?. The longitudiral joint is a triple riveted butt joint with an efficiency of about 85 % and the circumferential joint is a double riveted lap joint with an efficiency of about 70 %. The pitch in the outer rows of the rivets is to be double than in the inner rows and the width of the cover plate is unequal. The allowable stresses are: 0, =7 MPa, r= 56 MPa and o, = 120 MPa. Assume that the resistance of rivets in double shear is 1.875 times that of single shear. Draw

International Edition---engineering Mechanics: Statics, 4th Edition
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ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
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Chapter4: Coplanar Equilibrium Analysis
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Problem 4.160P: If PCD=6000lb and PGD=1000lb (both compression), find P and Q.
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Quo 2.11. Design the longitudinal and circumferential joint for a
boiler whose diameteris 2.4 meter and is subjected to a pressure of
1 N/mm?. The longitudiral joint is a triple riveted butt joint with
an efficiency of about 85% and the circumferentialjoint is a double
riveted lap joint with an efficiency of nbout 70 %. The pitch in the
outer rows of the rivets is to be double than in the inner rows and
the width of the cover plate is unequal. The allowable stresses are:
0,=7 MPa, r = 56 MPa and o̟ = 120 MPa. Asgume that the resistance
of rivets in double shear is 1.875 times that of single shear. Draw
the complete joint.
Transcribed Image Text:Quo 2.11. Design the longitudinal and circumferential joint for a boiler whose diameteris 2.4 meter and is subjected to a pressure of 1 N/mm?. The longitudiral joint is a triple riveted butt joint with an efficiency of about 85% and the circumferentialjoint is a double riveted lap joint with an efficiency of nbout 70 %. The pitch in the outer rows of the rivets is to be double than in the inner rows and the width of the cover plate is unequal. The allowable stresses are: 0,=7 MPa, r = 56 MPa and o̟ = 120 MPa. Asgume that the resistance of rivets in double shear is 1.875 times that of single shear. Draw the complete joint.
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