Solution Manual for Applied Strength of Materials, 7th Edition by Robert L. Mott | All Chapters 1-14 Covered|| Complete Verified Solutions A+

Solution Manual

Applied Strength Of Materials,
By Robert L. Mott


7th edition

,Chapter 1 Basic Concepts In Strength Of Materials
1.1 To 1.11 Answers In Text.
1.12 𝑊 = 𝑚 ∙ 𝑔 = 1400 Kg ∙ 9.81 M/S2 = 13 734 (Kg ∙ M)/S2 = 14 × 103 N
𝑾 = 𝟏3. 𝟕 𝐤𝐍
1.13 Total Weight = 𝑚𝑔 = 3500 Kg ∙ 9.81 M/S2 = 34.34 Kn
1
Each Front Wheel: 𝐹𝐹 = (2) (0.40)(34.34 Kn) = 6.87 𝐤𝐍
1
Each Rear Wheel: 𝐹𝑅 = (2) (0.60)(34.34 Kn) = 𝟏0.32 𝐤𝐍

1.14 Loading = Total Force / Area
Total Force = 𝑚𝑔 = 5900 Kg ∙ 9.81 M/S2 = 57.9 Kn
Area = (4.5 M)(3.5 M) = 15.8 M2
Loading = 57.9 Kn⁄15.8 M2 = 3.66 Kn⁄M2 = 𝟑.66 𝐤𝐏𝐚
1.15 Force = 𝑚 𝑔 = 35 Kg ∙ 9.81 M/S2 = 343 N
K = Spring Scale =4800 N⁄M = 𝐹/Δ𝐿
Δ𝐿 = 𝐹 = 343 N = 0.0715 M = 71.5 × 10−3 M = 71. 𝟓 𝐦𝐦
𝐾 4800 N/M




𝑤 3250 Lb∙S101
= 2 = 101 𝐬𝐥𝐮𝐠𝐬
1.16 𝑚
Lb = =
𝑔 32.2 (Ft/S2) Ft

𝑤 11 600 = 360
2 = 𝟑60 𝐬𝐥𝐮𝐠𝐬
1.17 𝑚
Lb = = Lb∙S
𝑔 32.2 (Ft/S2) Ft

1.19 𝑝 = 1700 Psi ∙ 6.895 (Kpa⁄Psi) = 11 722 𝐤𝐏𝐚
1.20 𝜎 = 24 300 Psi ∙ 6.895 (Kpa⁄Psi) = 167 549 Kpa = 𝟏68 𝐌𝐏𝐚

,1.21 𝑠𝑢 = 14 000 psi ∙ 6.895 (kpa⁄psi) = 96 500 kpa = 𝟗𝟔. 𝟓 𝐌𝐏𝐚
𝑠𝑢 = 76 000 psi ∙ 6.895 (kpa⁄psi) = 524 000 kpa = 𝟓𝟐𝟒 𝐌𝐏𝐚
3600 rev 2π rad 1 min 𝐫𝐚𝐝
1.22 𝑛= × × = 377
min rev 60s 𝐬
2
(25.4mm)
1.23 𝐴 = 26.1 in2 × i2n
= 16 839 𝐦𝐦𝟐
1.24 𝑦 = 0.08 in ∙ 25.4 (mm⁄in) = 𝟐. 𝟎𝟑 𝐦𝐦
1.25 Dimensions: 18 in × 25.4 (mm/in) = 457 mm
12 in × 25.4 (mm/in) = 305 mm
area = (18 in)2 = 𝟑𝟐𝟒 𝐢𝐧𝟐
Area = (457 mm)2 = 𝟐. 𝟎𝟗 × 𝟏𝟎𝟓 𝐦𝐦𝟐
volume = 𝑉 = area × height
𝑉 = 324 in2 × 12 in = 𝟑𝟖𝟖𝟖 𝐢𝐧𝟑
𝑉 = (1.5 ft)2 × 1.0 ft = 𝟐. 𝟐𝟓 𝐟𝐭𝟑
𝑉 = (209 × 103 mm2) × 305 mm = 𝟔. 𝟑𝟕 × 𝟏𝟎𝟕 𝐦𝐦𝟑
𝑉 = (0.457 m)2 × 0.305 m = 0.0637 m3 = 𝟔. 𝟑𝟕 × 𝟏𝟎−𝟐 𝐦𝟑
1.26 𝐴 = 𝜋𝐷2⁄4 = 𝜋(0.505 in)2⁄4 = 𝟎. 𝟐𝟎𝟎 𝐢𝐧𝟐
(25.4 mm)2
𝐴 = 0.200 in2 × = 𝟏𝟐𝟗 𝐦𝐦𝟐
In2
𝑃 2800 n 2800 n n
1.27 𝜎= = = = 35.7 = 35. 𝟕 𝐌𝐏𝐚
𝐴 (𝜋𝐷2 ⁄4) [𝜋(10 mm)2]⁄4 mm2
𝑃 3 n
1.28 𝜎= = 18×10 n = 50.7 = 50. 𝟕 𝐌𝐏𝐚
𝐴 (12)(30) mm2 mm2
𝑃 1150 lb
1.29 𝜎= = = 7188 𝐩𝐬𝐢
𝐴 (0.40 in)2
𝑃 1850 lb = 𝟏𝟔 𝟕𝟓𝟎 𝐩𝐬𝐢
1.30 𝜎= =
𝐴 [𝜋(0.375 in)2]⁄4

1.31 Load on shelf = 𝑊 = 𝑚𝑔 = 1650 kg ∙ 9.81 m⁄s2 = 16 187 n
𝑊/2 = 8093 n on each side
∑ 𝑀𝐴 = 0 = (8093 n)(600 mm) − 𝐶𝑉(1200 mm)
𝐶𝑉 = 4047 n
𝐶 = 𝐶𝑉/ sin 30° = 8093 n
𝑃 𝐶 9025 n
𝜎= == = 71.6 𝐌𝐏𝐚
𝐴 𝐴 [𝜋(12 mm)2]⁄4
𝑃 70000 lb
1.32 𝜎 = = = 891 𝐩𝐬𝐢
𝐴 [𝜋(10 in)2]/4

, 𝑃 (29500 lb)/3
1.33 𝜎 = = = 𝟖𝟎𝟑 𝐩𝐬𝐢
𝐴 (3.5 in)2

𝑃 3500 n
1.34 𝜎 = = = 𝟓𝟒. 𝟕 𝐌𝐏𝐚
𝐴 (8.0 mm)2

1.35 𝑊 = 𝑚𝑔 = 4200 kg ∙ 9.81 m/s2 = 41.2 kn
𝐴𝐵𝑋 = 𝐴𝐵 sin 35°
𝐴𝐵𝑌 = 𝐴𝐵 cos 35°
𝐵𝐶𝑋 = 𝐵𝐶 sin 55°
𝐵𝐶𝑌 = 𝐵𝐶 cos 55°
∑ 𝐹𝑋 = 0 = 𝐴𝐵𝑋 − 𝐵𝐶𝑋
0 = 𝐴𝐵 sin 35° − 𝐵𝐶 sin 55°
Sin 55°
𝐴𝐵 = 𝐵𝐶 ∙ = 1.428 𝐵𝐶
sin 35°
∑ 𝐹𝑉 = 0 = 𝐴𝐵𝑌 + 𝐵𝐶𝑌 − 41.2 kn = 𝐴𝐵 cos 35° + 𝐵𝐶 cos 55° − 41.2 kn
0 = (1.428 𝐵𝐶) cos 35° + 𝐵𝐶 cos 55° − 41.2 kn
41.2 kn = 𝐵𝐶[1.170 + 0.574] = 1.743 𝐵𝐶
41.2 kn
𝐵𝐶 = = 23.63 kn
1.743

𝐴𝐵 = 1.428 𝐵𝐶 = 33.75 kn
𝐴𝐵 33.75×10 3 n
Stress in rod ab: 𝜎 = = = 𝟏𝟎𝟕. 𝟒 𝐌𝐏𝐚
𝐴𝐵 𝐴 [𝜋(20 mm)2]/4
𝐵𝐶 23.63×10 3 n
Stress in rod bc: 𝜎 = = = 𝟕𝟓. 𝟐 𝐌𝐏𝐚
𝐵𝐶 𝐴 [𝜋(20 mm)2]/4
𝐵𝐷 41.2×10 3 n
Stress in rod bd: 𝜎 = = = 𝟏𝟑𝟏. 𝟏 𝐌𝐏𝐚
𝐵𝐷 𝐴 [𝜋(20 mm)2]/4

1.36 𝐹 = 0.01097 𝑚𝑅𝑛2 = (0.01097)(0.40)(0.60)(3000)2 n
𝐹 = 23 695 n
𝜋(16 mm)2
𝐴= = 201 mm2
4
𝐹 23695 n
𝜎= = = 𝟏𝟏𝟖 𝐌𝐏𝐚
𝐴 201 mm2