Strength of Materials |
From inside the book
Results 1-3 of 82
Page 199
... psi , T Note that the calculated stresses can be significantly affected by small changes in y . This is especially obvious when R is large . For example , unreasonable answers are obtained at R 50 using = 0.025 or 0.028 . The plots in Fig ...
... psi , T Note that the calculated stresses can be significantly affected by small changes in y . This is especially obvious when R is large . For example , unreasonable answers are obtained at R 50 using = 0.025 or 0.028 . The plots in Fig ...
Page 200
... Fig . P7-8 0.5 in . 0.4 in . 0.5 in . 20 kN 2 ft 10 cm 6 cm Fig . P7-11 E = 70 GPa 2 ft 1 ft -3 in . 20 cm 8. 2 ft 50 in . E = 5 x 106 psi 5000 lb Fig . P7-7 500 lb 5 ft 4 - in . dia . 10 - cm dia . A E = 20 × 106 psi Fig . P7-9 40 cm E = ...
... Fig . P7-8 0.5 in . 0.4 in . 0.5 in . 20 kN 2 ft 10 cm 6 cm Fig . P7-11 E = 70 GPa 2 ft 1 ft -3 in . 20 cm 8. 2 ft 50 in . E = 5 x 106 psi 5000 lb Fig . P7-7 500 lb 5 ft 4 - in . dia . 10 - cm dia . A E = 20 × 106 psi Fig . P7-9 40 cm E = ...
Page 202
... psi L. 6 ft 1 m 10 kN 50 lb / ft E = 2 × 106 psi Fig . P7-19 2 cm 4 m T E = 200 GPa Fig . P7-18 4 in . 10 cm 1 kN / m 5 in . 5 m 1 m A 100 lb / ft 5 - in . O.D. 4 - in . I.D. 8 ft 2 ft E = 15 x 106 psi Fig . P7-21 20 - mm O.D. 18 - mm ...
... psi L. 6 ft 1 m 10 kN 50 lb / ft E = 2 × 106 psi Fig . P7-19 2 cm 4 m T E = 200 GPa Fig . P7-18 4 in . 10 cm 1 kN / m 5 in . 5 m 1 m A 100 lb / ft 5 - in . O.D. 4 - in . I.D. 8 ft 2 ft E = 15 x 106 psi Fig . P7-21 20 - mm O.D. 18 - mm ...
Common terms and phrases
analysis angle applied Assume beam bending brittle buckling calculated caused centroid cm² column compressive stress concrete Consider constant cross section cross-sectional area curvature cyclic cylindrical deflection Determine diameter ductile elastic strain elongation equations equilibrium EXAMPLE extensometer external load fibers flexure formula fracture free-body diagram ft-lb gage length given GPa Fig horizontal implant in² inertia lb/ft magnitude maximum shear stress maximum stress metal modulus Mohr's circle moment of inertia monotonic neutral axis normal stress plane plastic deformation plate plot pole pressure Prob problems R₁ radius rivets rotation seam shaft shear force shear strain shear strength shown in Fig Solution specimen steel strain gages strength of materials stress distribution stress-strain curve temperature tensile stress tension thickness Tmax torque torsion tube vertical weld wire yield strength zero