Mechanics of Materials |
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Page 279
R. C. Hibbeler. PROBLEMS 6-1 . Draw the shear and moment diagrams for the beam , and determine the shear and moment throughout the beam as a function of x . P P * 6-4 . A reinforced concrete pier is used to support the stringers for a ...
R. C. Hibbeler. PROBLEMS 6-1 . Draw the shear and moment diagrams for the beam , and determine the shear and moment throughout the beam as a function of x . P P * 6-4 . A reinforced concrete pier is used to support the stringers for a ...
Page 283
... intensity w , and then draw the shear and moment dia- grams for the ski . 180 lb 3 ft 200 lb / in . T 200 lb / in . W 30 in . 30 in . 1.5 ft + Prob . 6-21 W 3ft + 1.5 ft Prob . 6-24 6-25 . W A Draw the shear and moment diagrams PROBLEMS ...
... intensity w , and then draw the shear and moment dia- grams for the ski . 180 lb 3 ft 200 lb / in . T 200 lb / in . W 30 in . 30 in . 1.5 ft + Prob . 6-21 W 3ft + 1.5 ft Prob . 6-24 6-25 . W A Draw the shear and moment diagrams PROBLEMS ...
Page 284
R. C. Hibbeler. 6-25 . W A Draw the shear and moment diagrams for the beam . * 6-28 . Determine the placement distance a of the roller support so that the largest absolute value of the moment is a minimum . Draw the shear and moment ...
R. C. Hibbeler. 6-25 . W A Draw the shear and moment diagrams for the beam . * 6-28 . Determine the placement distance a of the roller support so that the largest absolute value of the moment is a minimum . Draw the shear and moment ...
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 inē 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