Mechanics of Materials |
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Page 92
... steel shown in Fig . 3-6 . Here σpl 35 ksi and pl 0.0012 in./in . , so that = Opl E = Epl = 35 ksi 0.0012 in./in . = = 29 ( 103 ) ksi 180 spring steel ( 1 % carbon ) 160 140 120 100 hard steel ( 0.6 % carbon ) heat treated machine steel ...
... steel shown in Fig . 3-6 . Here σpl 35 ksi and pl 0.0012 in./in . , so that = Opl E = Epl = 35 ksi 0.0012 in./in . = = 29 ( 103 ) ksi 180 spring steel ( 1 % carbon ) 160 140 120 100 hard steel ( 0.6 % carbon ) heat treated machine steel ...
Page 143
... steel . How far does the col- umn shorten ? It has an original length of 8 ft . * 4-36 . The A - 36 steel column is encased in high - strength con- crete as shown . If an axial force of 60 kip is applied to the column , determine the ...
... steel . How far does the col- umn shorten ? It has an original length of 8 ft . * 4-36 . The A - 36 steel column is encased in high - strength con- crete as shown . If an axial force of 60 kip is applied to the column , determine the ...
Page 699
... steel section if it is pin - supported and is subjected to an axial load of 55 kip . Use the AISC equations . 13-81 . Determine the largest length of a W 14 × 43 structural A - 36 steel section if it is pin - supported and is subjected ...
... steel section if it is pin - supported and is subjected to an axial load of 55 kip . Use the AISC equations . 13-81 . Determine the largest length of a W 14 × 43 structural A - 36 steel section if it is pin - supported and is subjected ...
Common terms and phrases
allowable shear stress aluminum angle of twist Applying Eq average normal stress axes axial force axial load beam's bolt buckling caused centroid column compressive computed constant cross section cross-sectional area deflection deformation Determine the maximum diameter distributed load elastic curve element Example factor of safety free-body diagram ft Prob Hooke's law in² inertia kip/ft kN·m kN/m length linear-elastic loading shown located material maximum bending stress maximum in-plane shear maximum shear stress modulus of elasticity Mohr's circle moment of inertia neutral axis normal strain plane stress plastic principal stresses radius reactions sectional area segment shaft shear flow shear force shear strain shown in Fig SOLUTION Solve Prob statically indeterminate steel strain energy stress acting stress at points stress components stress distribution stress-strain diagram thickness Tmax torque torsional tube vertical yield zero ΕΙ