Mechanics of Materials |
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Page 383
... beam . 7-2 . If the wide - flange beam is subjected to a shear of V = 25 kip , determine the shear force resisted by the web of the beam . 1 in . = 7-5 . The beam has a rectangular cross section and is made of wood having an allowable ...
... beam . 7-2 . If the wide - flange beam is subjected to a shear of V = 25 kip , determine the shear force resisted by the web of the beam . 1 in . = 7-5 . The beam has a rectangular cross section and is made of wood having an allowable ...
Page 383
... beam . 7-2 . If the wide - flange beam is subjected to a shear of V = 25 kip , determine the shear force resisted by the web of the beam . 1 in . 7-5 . The beam has a rectangular cross section and is made of wood having an allowable ...
... beam . 7-2 . If the wide - flange beam is subjected to a shear of V = 25 kip , determine the shear force resisted by the web of the beam . 1 in . 7-5 . The beam has a rectangular cross section and is made of wood having an allowable ...
Page 609
... beam is subjected to the load shown . Determine the equation of the elastic curve . El is constant . 12-53 . The beam is subjected to the load shown . Determine the slopes at A and B and the deflection at C. El is constant . B 8 ft 6 ...
... beam is subjected to the load shown . Determine the equation of the elastic curve . El is constant . 12-53 . The beam is subjected to the load shown . Determine the slopes at A and B and the deflection at C. El is constant . B 8 ft 6 ...
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