Mechanics of Materials |
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Page 143
... strength con- crete as shown . If an axial force of 60 kip is applied to the column , determine the required area of the steel so that the force is shared equally between the steel and concrete . How far does the column shorten ? It has ...
... strength con- crete as shown . If an axial force of 60 kip is applied to the column , determine the required area of the steel so that the force is shared equally between the steel and concrete . How far does the column shorten ? It has ...
Page 170
... axial force of 3350 lb. The allowable stress is allow = 22 ksi . 0.25 in . W * 4-96 . Determine the maximum normal stress developed in the bar when it is subjected to a tension of P = 8 kN . 4-97 . If the allowable normal stress for the ...
... axial force of 3350 lb. The allowable stress is allow = 22 ksi . 0.25 in . W * 4-96 . Determine the maximum normal stress developed in the bar when it is subjected to a tension of P = 8 kN . 4-97 . If the allowable normal stress for the ...
Page 770
... force of variable magnitude applied to the truss joint in the direction of A N = internal axial force in a member caused by both the force P and the loads on the truss L = length of a member Α = cross - sectional area of a member E ...
... force of variable magnitude applied to the truss joint in the direction of A N = internal axial force in a member caused by both the force P and the loads on the truss L = length of a member Α = cross - sectional area of a member E ...
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