Strength of Materials |
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Page 137
... caused by a 100 ° F decrease in temperature ? Assume that there is no tension in the guy wires . For the steel , a 6.5 x 10-6 in./in . per ° F . * 5-15 . Consider only three of the guy wires of the radio tower , the ones attached 1000 ...
... caused by a 100 ° F decrease in temperature ? Assume that there is no tension in the guy wires . For the steel , a 6.5 x 10-6 in./in . per ° F . * 5-15 . Consider only three of the guy wires of the radio tower , the ones attached 1000 ...
Page 325
... caused by the falling body the stress caused by the falling body the static weight of the falling body the deformation caused by W applied slowly the stress caused by W applied slowly Equations 12-5 and 12-7 are combined to express the ...
... caused by the falling body the stress caused by the falling body the static weight of the falling body the deformation caused by W applied slowly the stress caused by W applied slowly Equations 12-5 and 12-7 are combined to express the ...
Page 364
... caused by the pretension of the guy plus a strong wind . Bending : 15,000 in . - lb , caused by misalignment of the bolt head on the insulator assembly . Torsion : 10,000 in . - lb , caused by the tendency of the stranded guy wires to ...
... caused by the pretension of the guy plus a strong wind . Bending : 15,000 in . - lb , caused by misalignment of the bolt head on the insulator assembly . Torsion : 10,000 in . - lb , caused by the tendency of the stranded guy wires to ...
Contents
INTRODUCTION | 1 |
2 | 36 |
MECHANICAL PROPERTIES OF MATERIALS | 73 |
Copyright | |
13 other sections not shown
Common terms and phrases
angle applied Assume axial beam bending brittle buckling calculated caused cm² column compressive stress concrete Consider constant crack cross section cross-sectional area curvature cyclic cylindrical deflection Determine diameter ductile elastic strain element elongation equations equilibrium EXAMPLE extensometer external load factors of safety failure fatigue fibers fracture free-body diagram ft-lb given GPa Fig implant in² increase lb/ft magnitude maximum shear stress maximum stress metal minimum modulus Mohr's circle neutral axis normal stress notch plane plastic deformation plate plot pole pressure Prob problems R₁ radius residual stresses 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 versus vertical weld wire yield strength zero