Mechanics of Materials |
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Page 147
... assumed to be rigid and supports the distributed load shown . Determine the vertical reactions at the supports . Each support consists of a wooden post having a diame- ter of 120 mm and an unloaded ( original ) length of 1.40 m . Take ...
... assumed to be rigid and supports the distributed load shown . Determine the vertical reactions at the supports . Each support consists of a wooden post having a diame- ter of 120 mm and an unloaded ( original ) length of 1.40 m . Take ...
Page 353
... assumed to have similar tension - and - compression stress - strain diagrams . Whenever this oc- curs , the neutral ... Assumed location of neutral axis Assumed slope of strain distribution Strain distribution ( profile view ) ( c ) σι ...
... assumed to have similar tension - and - compression stress - strain diagrams . Whenever this oc- curs , the neutral ... Assumed location of neutral axis Assumed slope of strain distribution Strain distribution ( profile view ) ( c ) σι ...
Page 701
... assumed to be pin - connected at its top and bottom . If it supports an axial load of 20 kip , determine its side dimensions a to the nearest in . Use the NFPA formulas . 13-105 . Solve Prob . 13-104 if the column is assumed to be fixed ...
... assumed to be pin - connected at its top and bottom . If it supports an axial load of 20 kip , determine its side dimensions a to the nearest in . Use the NFPA formulas . 13-105 . Solve Prob . 13-104 if the column is assumed to be fixed ...
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