shi20396_ch09

# shi20396_ch09 - Chapter 9 9-1 Eq(9-3 F = 0.707hl =...

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Chapter 9 9-1 Eq. (9-3): F = 0 . 707 hl τ = 0 . 707(5 / 16)(4)(20) = 17 . 7 kip Ans. 9-2 Table 9-6: τ all = 21 . 0 kpsi f = 14 . 85 h kip/in = 14 . 85(5 / 16) = 4 . 64 kip/in F = fl = 4 . 64(4) = 18 . 56 kip Ans. 9-3 Table A-20: 1018 HR: S ut = 58 kpsi, S y = 32 kpsi 1018 CR: S = 64 kpsi, S y = 54 kpsi Cold-rolled properties degrade to hot-rolled properties in the neighborhood of the weld. Table 9-4: τ all = min(0 . 30 S ,0 . 40 S y ) = min[0 . 30(58), 0 . 40(32)] = min(17 . 4, 12 . 8) = 12 . 8 kpsi for both materials. Eq. (9-3): F = 0 . 707 τ all F = 0 . 707(5 / 16)(4)(12 . 8) = 11 . 3 kip Ans. 9-4 Eq. (9-3) τ = 2 F = 2(32) (5 / 16)(4)(2) = 18 . 1 kpsi Ans. 9-5 b = d = 2in (a) Primary shear Table 9-1 τ 0 y = V A = F 1 . 414(5 / 16)(2) = 1 . 13 F kpsi F 7" 1.414

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Chapter 9 247 Secondary shear Table 9-1 J u = d ( 3 b 2 + d 2 ) 6 = 2[ ( 3 )( 2 2 ) + 2 2 ] 6 = 5 . 333 in 3 J = 0 . 707 hJ u = 0 . 707 ( 5 / 16 )( 5 . 333 ) = 1 . 18 in 4 τ 00 x = τ 00 y = Mr y J = 7 F ( 1 ) 1 . 18 = 5 . 93 F kpsi Maximum shear τ max = q τ 00 2 x + ( τ 0 y + τ 00 y ) 2 = F p 5 . 93 2 + (1 . 13 + 5 . 93) 2 = 9 . 22 F kpsi F = τ all 9 . 22 = 20 9 . 22 = 2 . 17 kip Ans. (1) (b) For E7010 from Table 9-6, τ all = 21 kpsi Table A-20: HR 1020 Bar: S ut = 55 kpsi, S y = 30 kpsi HR 1015 Support: S = 50 kpsi, S y = 27 . 5 kpsi Table 9-5, E7010 Electrode: S = 70 kpsi, S y = 57 kpsi Therefore, the bar controls the design. Table 9-4: τ all = min[0 . 30(50), 0 . 40(27 . 5)] = min[15, 11] = 11 kpsi The allowable load from Eq. (1) is F = τ all 9 . 22 = 11 9 . 22 = 1 . 19 kip Ans. 9-6 b = d = 2in Primary shear τ 0 y = V A = F 4 ( 0 . 707 )( 5 / 16 )( 2 ) = 0 . 566 F Secondary shear Table 9-1: J u = ( b + d ) 3 6 = (2 + 2) 3 6 = 10 . 67 in 3 J = 0 . 707 u = 0 . 707(5 / 16)(10 . 67) = 2 . 36 in 4 τ 00 x = τ 00 y = y J = (7 F )(1) 2 . 36 = 2 . 97 F F 7"
248 Solutions Manual • Instructor’s Solution Manual to Accompany Mechanical Engineering Design Maximum shear τ max = q τ 00 2 x + ( τ 0 y + τ 00 y ) 2 = F p 2 . 97 2 + (0 . 556 + 2 . 97) 2 = 4 . 61 F kpsi F = τ all 4 . 61 Ans. which is twice τ max / 9 . 22 of Prob. 9-5. 9-7 Weldment, subjected to alternating fatigue, has throat area of A = 0 . 707(6)(60 + 50 + 60) = 721 mm 2 Members’endurance limit: AISI 1010 steel S ut = 320 MPa, S 0 e = 0 . 504(320) = 161 . 3MPa k a = 272(320) 0 . 995 = 0 . 875 k b = 1 (direct shear) k c = 0 . 59 (shear) k d = 1 k f = 1 K fs = 1 2 . 7 = 0 . 370 S se = 0 . 875(1)(0 . 59)(0 . 37)(161 . 3) = 30 . 81 MPa Electrode’s endurance: 6010 S = 62(6 . 89) = 427 MPa S 0 e = 0 . 504(427) = 215 MPa k a = 272(427) 0 . 995 = 0 . 657 k b = 1 (direct shear) k c = 0 . 59 (shear) k d = 1 k f = 1 / K = 1 / 2 . 7 = 0 . 370 S = 0 . 657(1)(0 . 59)(0 . 37)(215) = 30 . 84 MPa . = 30 . 81 Thus, the members and the electrode are of equal strength. For a factor of safety of 1, F a = τ a A = 30 . 8(721)(10 3 ) = 22 . 2kN Ans.

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Chapter 9 249 9-8 Primary shear τ 0 = 0 (why?) Secondary shear Table 9-1: J u = 2 π r 3 = 2 π (4) 3 = 402 cm 3 J = 0 . 707 hJ u = 0 . 707(0 . 5)(402) = 142 cm 4 M = 200 F N · m( F in kN) τ 00 = Mr 2 J = (200 F )(4) 2(142) = 2 . 82 F (2 welds) F = τ all τ 00 = 140 2 . 82 = 49 . 2kN Ans. 9-9 Rank fom 0 = J u lh = a 3 / 12 ah = a 2 12 h = 0 . 0833 µ a 2 h 5 fom 0 = a (3 a 2 + a 2 ) 6(2 a ) h = a 2 3 h = 0 . 3333 µ a 2 h 1 fom 0 = (2 a ) 4 6 a 2 a 2 12( a + a )2 = 5 a 2 24 h = 0 . 2083 µ a 2 h 4 fom 0 = 1 3 · 8 a 3 + 6 a 3 + a 3 12 a 4 2 a + a ¸ = 11 36 a 2 h = 0 . 3056 µ a 2 h 2 fom 0 = a ) 3 6 h 1 4 a = 8 a 3 24 = a 2 3 h = 0 . 3333 µ a 2 h 1 fom 0 = 2 π ( a / 2) 3 π = a 3 4 = a 2 4 h = 0 . 25 µ a 2 h 3 These rankings apply to Fllet weld patterns in torsion that have a square area a × a in which to place weld metal. The object is to place as much metal as possible to the border.
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## This note was uploaded on 04/30/2008 for the course MAE 4900 taught by Professor Khanna during the Fall '06 term at Missouri (Mizzou).

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shi20396_ch09 - Chapter 9 9-1 Eq(9-3 F = 0.707hl =...

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