Mechanics of Materials |
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Page 58
... Load 3P 2220 2P ( c ) SOLUTION To solve the problem we will determine P for each possible failure condition . Then we will choose the smallest value . Why ? Axial Stress . Using the method of sections , the axial load within region FE ...
... Load 3P 2220 2P ( c ) SOLUTION To solve the problem we will determine P for each possible failure condition . Then we will choose the smallest value . Why ? Axial Stress . Using the method of sections , the axial load within region FE ...
Page 699
... axial load of 5 kip , Fig . 13-30 . If the board is assumed to be pin - supported at its top and bottom , determine ... axial load of 55 kip . Use the AISC equations . 13-81 . Determine the largest length of a W 14 × 43 structural A - 36 ...
... axial load of 5 kip , Fig . 13-30 . If the board is assumed to be pin - supported at its top and bottom , determine ... axial load of 55 kip . Use the AISC equations . 13-81 . Determine the largest length of a W 14 × 43 structural A - 36 ...
Page 700
... axial load of 10 kip . The ends are pinned . 13-93 . Determine the largest length of a W 10 × 19 structural A - 36 steel column if it is to support an axial load of 50 kip . The ends are fixed - supported . 13-94 . The 2 - in ...
... axial load of 10 kip . The ends are pinned . 13-93 . Determine the largest length of a W 10 × 19 structural A - 36 steel column if it is to support an axial load of 50 kip . The ends are fixed - supported . 13-94 . The 2 - in ...
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