SHIGLEY'S MECH.ENGINEERING DESIGN-EBK>I
SHIGLEY'S MECH.ENGINEERING DESIGN-EBK>I
10th Edition
ISBN: 9781259489563
Author: BUDYNAS
Publisher: INTER MCG
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Textbook Question
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Chapter 8, Problem 36P

8-33 to 8-36 The figure illustrates the non-permanent connection of a steel cylinder head to a grade 30 cast- iron pressure vessel using N bolts. A confined gasket seal has an effective sealing diameter D. The cylinder stores gas at a maximum pressure pg. For the specifications given in the table for the specific problem assigned, select a suitable bolt length from the preferred sizes in Table A-17, then determine the yielding factor of safety np, the load factor nL, and the joint separation factor n0.

Chapter 8, Problem 36P, 8-33 to 8-36 The figure illustrates the non-permanent connection of a steel cylinder head to a grade

Problem Number 8-33 8-34 8-35 8-36
A 20 mm 1 2 in 20 mm 3 8 in
B 20 mm 5 8 in 25 mm 1 2 in
C 100 mm 3.5 in 0.8 m 3.25 in
D 150 mm 4.25 in 0.9 m 3.5 in
E 200 mm 6 in 1.0 m 5.5 in
F 300 mm 8 in 1.1 m 7 in
N 10 10 36 8
pg 6 MPa 1500 psi 550 kPa 1200 psi
Bolt grade ISO 9.8 SAE 5 ISO 10.9 SAE 8
Bolt spec. M12 × 1.75 1 2 in-13 M10 × 1.5 7 16 in-14
Expert Solution & Answer
Check Mark
To determine

The yield factor of safety.

The load factor of safety.

The joint separation factor.

Answer to Problem 36P

The yield factor of safety is 1.28.

The load factor of safety is 8.80.

The joint separation factor is 10.9.

Explanation of Solution

Write the expression of the length of the material squeeze between the bolt face and washer face.

l=A+B (I)

Here the length of the material squeeze between the bolt face and washer face is l, and thickness of pressure vessel  inside the bolt is A, the thickness of the cylinder inside the bolt is B.

Write the expression for the length of the bolt.

Ll+H (II)

Here the length of bolt is L, length of the material squeeze between the bolt face and washer face is l and the thickness of the bolt is H.

Write the expression of the threaded length for hexagonal bolt.

LT=2d+0.25 (III)

Here the threaded length is LT.

Write the expression of the length of the unthreaded portion in grip.

ld=LLT                                          (IV)

Here, the length of the unthreaded portion in the grip is ld.

Write the expression of the length of the threaded portion in grip.

lt=lld                                                (V)

Here, the length of threaded portion in the grip is lt.

Write the expression of the major area diameter.

Ad=π4d2 (VI)

Here the nominal diameter of the bolt is d.

Write the expression of the stiffness for the bolt.

kb=AdAtEsAdlt+Atld . (VII)

Here the bolt stiffness is kb, major area diameter of the fastener is Ad, tensile stress area is At, length of threaded portion is lt, length of unthreaded portion is ld and young’s modulus of elasticity of Es.

Write the expression of stiffness for the steel cylinder.

k1=0.5774πEsdln(1.155t+Dd)(D+d)(1.155t+D+d)(Dd) (VIII)

Here the stiffness of the steel cylinder is k1, young’s modulus for steel is Es, effective sealing diameter of the gasket sealing is D, thickness of steel cylinder head is t.

Write the expression for the midpoint of the complete joint.

to=A+B2 (IX)

Here, the midpoint of the joint is to, the thickness of the vessel inside the bolt if A and thickness of the cylinder inside the bolt is B.

Write the expression of the thickness of the upper frustum.

t1=toA . (X)

Here, the thickness of upper frustum of the gasket is t1.

Write the expression for the effective sealing diameter of the gasket sealing in upper frustum.

D1=D+2Atanα (XI)

Here, the effective sealing diameter of upper frustum of the gasket sealing is D1 semi-angle frustum of cone is α.

Write the expression for the stiffness of the upper frustum of cast iron vessel.

k2=0.5774πEcdln(1.155t1+D1d)(D1+d)(1.155t1+D1+d)(D1d) (XII)

Here, the stiffness of the cast-iron pressure vessel in the upper frustum is k2 and the young’s modulus of cast iron is Ec.

Write the expression for the stiffness of the lower frustum of the cast iron vessel.

k3=0.5774πEcdln(1.155t+Dd)(D+d)(1.155t+D+d)(Dd) (XIII)

Here, the stiffness of the cast-iron pressure vessel in the lower frustum is k3.

Write the expression for the stiffness of the member or assembly.

km=[1k1+1k2+1k3]1 (XIV)

Here, the stiffness of the member is km.

Write the expression of joint constant.

C=kbkb+km (XV)

Here the joint constant is C.

Write the expression of initial tension in the bolt.

Fi=0.75AtSp (XVI)

Here the tensile stress area is At and the proof strength of material of the bolt is Sp.

Write the expression of the effective area of the cylinder.

Ag=π4(C2) (XVII)

Here, the effective area of the cylinder is Ag, diameter of cylinder is C.

Write the expression for the total force acting on the assembly.

Ptotal=Agpg (XVIII)

Here, the total load acting on the assembly is Ptotal, stress on the cylinder sealing is Sp.

Write the expression for the load acting on each bolt.

P=PtotalN (XIX)

Here, the number of bolt is N.

Write the expression for yield factor of safety.

np=SpAtCP+Fi (XX)

Here the overload factor of safety is np, initial tension on the bolt is Fi, joint constant is C and the proof strength is Sp.

Write the expression of overload factor of safety.

nL=SpAtFiCP (XXI)

Here the overload factor of safety is nL.

Write the expression of joint separation factor of safety.

no=Fip(1C) . (XXII)

Here the factor of safety based on joint separation is no.

Conclusion:

Substitute 38in for A and 12in for B in the Equation (I)

l=38in+12in=(0.375+0.5)in=0.875in

Refer to Table A-31 “Dimensions of the hexagonal nut” to obtain 38in for H.

Substitute 0.875in for l and 38in for H.Equation (II).

L0.875in+38inL=0.875in+0.375in=1.25in

Substitute 716in for d in Equation (III).

LT=2×716in+0.25=0.875in+0.25=1.125in

Substitute 1.25in for L and 1.125in for LT in Equation (IV).

ld=1.25in1.125in=(1.251.125)in=0.125in

Substitute 0.875in for l and 0.125in for ld in Equation (V).

lt=0.875in0.125in=(0.8750.125)in=0.75in

Substitute 0.5in for d in Equation (VI).

Ad=π4(716in)2=(3.144)(0.1914)in2=0.15025in20.1503in2

Refer to Table 8.2 “Diameter and Area of Unified Screw Threads UNC and UNF” to obtain the value of At as 0.1063in2.

Refer to Table 88 “Stiffness Parameter of Member Material” to obtain the value of Es as 30Mpsi.

Substitute 0.1503in2 for Ad, 0.1063in2 for At, 0.75in for lt, 0.125in for ld and 30Mpsi for Es in Equation (VII).

kb=(0.1503in2)(0.1063in2)(30Mpsi)(0.1503in2)(0.75in)+(0.1063in2)(0.125in)=(0.1503in2)(0.1063in2)(30Mpsi)(1Mlbf/in21Mpsi)(0.1503in2)(0.75in)+(0.1063in2)(0.125in)=0.47930Mlbf0.12601in3.804Mlbf/in

Substitute 30Mpsi for Es, 0.375in for t, 716in for d and 0.65625in for D in Equation (VIII).

k1=0.5774π(30Mpsi)(716in)ln(1.155(0.375in)+0.65625in716in)(0.65625in+716in)(1.155(0.375in)+0.65625in+716in)(0.65625in716in)=0.5774(3.14)(30Mpsi)(1Mlbf/in21Mpsi)(0.4375in)ln(1.155(0.375in)+0.65625in0.4375in)(0.65625in+0.4375in)(1.155(0.375in)+0.65625in+0.4375in)(0.65625in0.4375in)=23.796Mlbf/inln(0.712980.33400)=23.7960.75832Mlbf/in

k1=23.7960.75832Mlbf/in=31.3797Mlbf/in31.4Mlbf/in

Substitute 38in for A and 12in for B in the Equation (IX)

to=38in+12in2=0.375+0.52in=0.4375in

Substitute 0.4375in for to and 38in for A in the Equation (X)

t1=0.4375in38in=0.0625in

Substitute 0.65625in for D, 38in for A and 30° for α in the Equation (XI)

D1=0.65625in+2(38in)tan(30°)=(0.65625+(0.75)(0.57735))in=1.0892in1.089in

Refer to Table 88 “Stiffness Parameter Of Member Material” obtaining the value of Ec as 14.5Mpsi.

Substitute 14.5Mpsi for Ec, 0.0625in for t1, 716in for d and 1.089in for D1 in Equation (XII).

k2=0.5774π(14.5Mpsi)(716in)ln(1.155(0.0625in)+1.089in716in)(1.089in+716in)(1.155(0.0625in)+1.089in+716in)(1.089in716in)={11.50144ln(1.104701.04154)Mpsiin}(Mlbf/in2Mpsi)=11.501440.05886Mlbf/in=195.40Mlbf/in

Substitute 14.5Mpsi for Ec, 0.4375in for t, 0.4375in for d and 0.65625in for D in Equation (XIII).

k3=0.5774π(14.5Mpsi)(716in)ln(1.155(0.4375in)+0.65625in716in)(0.65625in+716in)(1.155(0.4375in)+0.65625in+716in)(0.65625in716in)=0.5774(3.14)(14.5Mpsi)(1Mlbf/in21Mpsi)(0.4375in)ln(1.155(0.4375in)+0.65625in0.4375in)(0.65625in+0.4375in)(1.155(0.4375in)+0.65625in+0.4375in)(0.65625in0.4375in)=11.50144Mlbf/inln0.791940.34979=11.501440.81713Mlbf/in

k3=11.501440.81713Mlbf/in=14.075Mlbf/in=14.08Mlbf/in

Substitute 31.4Mlbf/in for k1, 195.4Mlbf/in for k2 and 14.08Mlbf/in for k3 in the Equation (XIV).

km=[(131.4Mlbf/inMlbf/in)+(1195.4Mlbf/in)+(114.08Mlbf/in)]1=[0.031847+5.1177×103+0.0710]Mlbf/in=(0.10798)1Mlbf/in9.2603Mlbf/in

Substitute 3.804Mlbf/in for kb and 9.2603Mlbf/in for km in Equation (XV).

C=3.804Mlbf/in3.804Mlbf/in+9.2603Mlbf/in=3.804Mlbf/in13.0643Mlbf/in=0.291

Refer to Table 89 “SAE specification for steel bolts” to obtain the value of Sp as 120kpsi.

Substitute 120kpsi for Sp, 0.1063in2 for At in the Equation (XVI).

Fi=0.75(0.1063in2)(120kpsi)=0.75(0.1063in2)(120kpsi)(1kips/in21kpsi)=9.567kips9.57kips

Substitute 3.25in for C in Equation (XVII).

Ag=π4(3.25inin)2=(0.785)(10.5625)in2=9.61625in28.29in2

Substitute 8.29in2 for Ag and 1200psi for pg in Equation (XVIII).

Ptotal=(8.29in2)(1200psi)=(8.29in2)(1200psi)(103kips/in21psi)=9.948kips

Substitute 9.948kips for Ptotal and 8 for N in Equation (XIX).

P=9.948kips8=1.2435kips/bolt1.244kips/bolt

Substitute 120kpsi for Sp, 0.291 for C, 0.1063in2 for At, 1.244kips/bolt for P and 9.57kips for Fi in Equation (XX).

np=(120kpsi)(0.1063in2)(0.291)(1.244kips)+9.57kips=12.7569.932=1.28431.28

Thus, the yield factor of safety is 1.28.

Substitute 120kpsi for Sp, 0.291 for C, 0.1063in2 for At, 1.244kips/bolt for P and 9.57kips for Fi in Equation (XXI).

nL=(120kpsi)(0.1063in2)(9.57kips)(0.291)(1.244kips)=(120kpsi)(1kips/in2kpsi)(0.1063in2)(9.57kips)(0.291)(1.244kips)=3.1860.36200=8.80

Thus, the load factor of safety is 8.80.

Substitute 0.291 for C, 1.244kips/bolt for P and 9.57kips for Fi in Equation (XXII).

no=9.57kips(1.244kips/bolt)(10.291)=9.570.88199=10.85=10.9

Thus, the joint separation factor is 10.9.

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Chapter 8 Solutions

SHIGLEY'S MECH.ENGINEERING DESIGN-EBK>I

Ch. 8 - Prob. 11PCh. 8 - An M14 2 hex-head bolt with a nut is used to...Ch. 8 - Prob. 13PCh. 8 - A 2-in steel plate and a 1-in cast-iron plate are...Ch. 8 - Repeat Prob. 8-14 with the addition of one 12 N...Ch. 8 - A 2-in steel plate and a 1-in cast-iron plate are...Ch. 8 - Two identical aluminum plates are each 2 in thick,...Ch. 8 - Prob. 18PCh. 8 - A 30-mm thick AISI 1020 steel plate is sandwiched...Ch. 8 - Prob. 20PCh. 8 - Prob. 21PCh. 8 - Prob. 22PCh. 8 - A 2-in steel plate and a 1-in cast-iron plate are...Ch. 8 - An aluminum bracket with a 12-in thick flange is...Ch. 8 - An M14 2 hex-head bolt with a nut is used to...Ch. 8 - A 34 in-16 UNF series SAE grade 5 bolt has a 34-in...Ch. 8 - From your experience with Prob. 8-26, generalize...Ch. 8 - Prob. 28PCh. 8 - Prob. 29PCh. 8 - Prob. 30PCh. 8 - For a bolted assembly with eight bolts, the...Ch. 8 - Prob. 32PCh. 8 - 8-33 to 8-36 The figure illustrates the...Ch. 8 - 8-33 to 8-36 The figure illustrates the...Ch. 8 - 8-33 to 8-36 The figure illustrates the...Ch. 8 - 8-33 to 8-36 The figure illustrates the...Ch. 8 - Prob. 37PCh. 8 - Prob. 38PCh. 8 - 837 to 840 Repeat the requirements for the problem...Ch. 8 - Prob. 40PCh. 8 - 841 to 844 For the pressure vessel defined in the...Ch. 8 - Prob. 42PCh. 8 - Prob. 43PCh. 8 - Prob. 44PCh. 8 - Bolts distributed about a bolt circle are often...Ch. 8 - The figure shows a cast-iron bearing block that is...Ch. 8 - Prob. 47PCh. 8 - Prob. 48PCh. 8 - Prob. 49PCh. 8 - Prob. 50PCh. 8 - 851 to 854 For the pressure cylinder defined in...Ch. 8 - Prob. 52PCh. 8 - 851 to 854 For the pressure cylinder defined in...Ch. 8 - 851 to 854 For the pressure cylinder defined in...Ch. 8 - 855 to 858 For the pressure cylinder defined in...Ch. 8 - 855 to 858 For the pressure cylinder defined in...Ch. 8 - 855 to 858 For the pressure cylinder defined in...Ch. 8 - For the pressure cylinder defined in the problem...Ch. 8 - A 1-in-diameter hot-rolled AISI 1144 steel rod is...Ch. 8 - The section of the sealed joint shown in the...Ch. 8 - Prob. 61PCh. 8 - Prob. 62PCh. 8 - Prob. 63PCh. 8 - Prob. 64PCh. 8 - Using the Goodman fatigue criterion, repeat Prob....Ch. 8 - The figure shows a bolted lap joint that uses SAE...Ch. 8 - Prob. 67PCh. 8 - A bolted lap joint using ISO class 5.8 bolts and...Ch. 8 - Prob. 69PCh. 8 - The figure shows a connection that employs three...Ch. 8 - A beam is made up by bolting together two cold...Ch. 8 - Prob. 72PCh. 8 - Prob. 73PCh. 8 - Prob. 74PCh. 8 - A vertical channel 152 76 (see Table A7) has a...Ch. 8 - The cantilever bracket is bolted to a column with...Ch. 8 - Prob. 77PCh. 8 - The figure shows a welded fitting which has been...Ch. 8 - Prob. 79PCh. 8 - Prob. 80PCh. 8 - Prob. 81P
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