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F 572 Mechanics of Materials: Answers to Selected problems M. Vable Printed from: http://www.me.mtu.edu/~mavable/MoM2nd.htm January, 2010 CHAPTER 4 4.2 4.4 4.9 4.13 (a) (b) 4.18 4.20 4.21 (a) (b) 4.24 4.27 4.31 4.33 4.41 (a) (b) 4.44 4.46 4.50 4.51 4.61 4.65 (a) (b) 4.67 4.70 4.74 4.77 4.83 4.85 4.87 4.89 4.90 4.94 4.95 4.99 4.100 4.104 4.106 CHAPTER 5 5.1 5.2 5.7 5.11 F 1 108.5 kN; = F 2 45.2 kN; = F 3 94.3 kN = F 11.25 kips = u D u A 0.175 in = u D u A 0.0234 in; = V max 3.75 ksi (C) = u B u A 0.126 mm = u 0.4621 P EK e = u C u A 0.034 in; = V max 33.95 ksi (T) = u B J L 2 2 E e = G 0.045 in = F max 4886 lb = d p 0.5 in; = a b 1 1 8 -- in; = b s 1 5 16 ----- in = 'u 0.60 mm; = V max 62.2 MPa (T) = a 224.40 b 23.60 c 0.40; = ; = ; = u A 0.017 in to the left = F 46.9 kips = G P 0.23 mm = V A 8.0 ksi (C); = G B 0.0021 in = G P 0.24 mm; = V A 118 MPa (C) = G p 0.0265 in; = 'd s 0.00074 in; = 'd al 0.00066 in = V A 22.5 ksi (C); = V B 17.2 ksi (T) = F max 555 kN = F max 17.2 kN = w max 9.4 MPa = P max 106.7 kips = A BC 1.1 in 2 ; = d 1.3 in = F max 148.6 kN = F max 181.9 kN = V A 5.2 ksi (T); = V B 3.5 ksi (T) = V xx 0; = uL 2 e DT L L 24 e = V xx EDT L 3 e C ; = uL 2 e DT L L 8 e = V A 25.70 ksi (T) = V TT 10 MPa (T); = W r 40 MPa = t min 0.05 in; = d noz 0.206 in = p max 500 psi; = d riv 0.85 in = J D 2400 Prad = T 64.8 in-kips = I 1 0.0400 rad; = I 2 0.0243 rad; = I 3 0.0957 rad T 495.2 in-kips =

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  • F 572Mechanics of Materials: Answers to Selected problemsM. Vable

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    CHAPTER 4

    4.2

    4.4

    4.9

    4.13 (a) (b)

    4.18

    4.20

    4.21 (a) (b)

    4.24

    4.27

    4.31

    4.33

    4.41 (a) (b)

    4.44

    4.46

    4.50

    4.51

    4.61

    4.65 (a) (b)

    4.67

    4.70

    4.74

    4.77

    4.83

    4.85

    4.87

    4.89

    4.90

    4.94

    4.95

    4.99

    4.100

    4.104

    4.106

    CHAPTER 5

    5.1

    5.2

    5.7

    5.11

    F1 108.5 kN;= F2 45.2 kN;= F3 94.3 kN=

    F 11.25 kips=

    uD uA 0.175 in=

    uD uA 0.0234 in;= Vmax 3.75 ksi (C)=uB uA 0.126 mm=

    u 0.4621 P EKe=uC uA 0.034 in;= Vmax 33.95 ksi (T)=

    uB JL2 2Ee=G 0.045 in=Fmax 4886 lb=

    dp 0.5 in;= ab 11

    8--- in;= bs 1

    5

    16------ in='u 0.60 mm;= Vmax 62.2 MPa (T)=

    a 224.40 b 23.60 c 0.40;=;=;= uA 0.017 in to the left=

    F 46.9 kips=GP 0.23 mm=VA 8.0 ksi (C);= GB 0.0021 in=GP 0.24 mm;= VA 118 MPa (C)=Gp 0.0265 in;= 'ds 0.00074 in;= 'dal 0.00066 in=VA 22.5 ksi (C);= VB 17.2 ksi (T)=Fmax 555 kN=

    Fmax 17.2 kN=

    wmax 9.4 MPa=

    Pmax 106.7 kips=

    ABC 1.1 in2;= d 1.3 in=

    Fmax 148.6 kN=

    Fmax 181.9 kN=VA 5.2 ksi (T);= VB 3.5 ksi (T)=Vxx 0;= u L 2e DTLL 24e=Vxx EDTL 3e C ;= u L 2e DTLL 8e=VA 25.70 ksi (T)=VTT 10 MPa (T);= Wr 40 MPa=tmin 0.05 in;= dnoz 0.206 in=

    pmax 500 psi;= driv 0.85 in=

    JD 2400 Prad=T 64.8 in-kips=I1 0.0400 rad;= I2 0.0243 rad;= I3 0.0957 rad T 495.2 in-kips=

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  • F 573Mechanics of Materials: Answers to Selected problemsM. Vable

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    January, 2010

    5.13

    5.23 (a) (b)

    5.26 (a) (b)

    5.29

    5.32

    5.35

    5.38 (a) (b)

    5.40

    5.41

    5.43

    5.47

    5.57

    5.59

    5.60

    5.63

    5.66

    5.67

    5.71

    5.74

    5.75

    5.76

    5.95

    5.101

    CHAPTER 6

    6.1

    6.3

    6.6

    6.7

    6.12

    6.14

    6.25

    6.29

    6.35

    6.38

    6.42 (a) (b)

    6.45

    6.49

    6.51

    6.53

    T 10.9 kN-m=Wxy A 0;! Wxy B 0Wxy A 0;! Wxy B 0ID IA 0.00711 rads CW=ID 0.0163 rads CW;= Jmax 1094P;= WxT E 4.4 ksi=IA 1676 Prads CW;= WxT E 15.1 MPa=IB 0.1819 TextL Gr4e CCW;= Wmax 0.275Text r3e=IA qL2 GJe CW=T 69.2 in-kips=

    ri max 24 mm=dmin 21 mm;= WAB 52.5 MPa=Ro 2

    3

    8--- in='I 0.085 rad;= Wmax 172 MPa='I 0.088 rad=IB 0.0516 rads ccw;= Wmax 25.8 ksi=IC 0.006 rads CCW;= T 200.5 in-kips=IB 0.0438 rads CW=IB 5.659 TL

    Gd4

    ---------- CCW;= Wmax 2.83 Td

    3-----=

    Tmax 32 kN-m;= IB 0.048 rads CCW;= Wmax 130.4 MPa=dmin 89 mm;= IB 0.0487 rads CCW;= Wmax 116 MPa=dmin 108 mm;= IB 0.025 rads CCW;= Wmax 58.62 MPa=Wmax 10.8 MPa=Wmax 21.65 MPa=

    \ 2.41q=H1 182 Pm/m;= H3 109.1 Pm/m;= H4 654 Pm/m;= H6 393 Pm/m=P 1454N;= Mz 123.6 N-m=

    P1 14.58 kN;= M1 130.3 N-m;= P2 9.88 kN;= M2 64.0 N-m=

    Mz 9.13 in-kips=

    Mz 2134 kN-m=VT 3.73ksi T ;= VC 6.93ksi C =VA 1224 psi (C);= VB 735 psi (C);= VD 1714 ksi (T)=VA is (C); VB is (T)VA is (T); VB is (C)V3.0 2.96 ksi (C);= Vmax 6.93 ksi (C) or (T)=VA 4.17 ksi (C);= Vmax 12.5 ksi (C) or (T)=VA 6.68 ksi (C);= Vmax 28.9 ksi (T)=HA 1500 P=HA 327 P=

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