Mechanics of Materials |
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Results 1-3 of 61
Page 60
... tensile stress of allow 200 MPa , determine the required diameter of each wire if the ap- plied load is P = 5 kN . B ( b ) ( c ) 60 ° 3 Prob . 1-81 4 = 1-82 . The rods AB and CD are made of steel having an allow- able tensile stress of ...
... tensile stress of allow 200 MPa , determine the required diameter of each wire if the ap- plied load is P = 5 kN . B ( b ) ( c ) 60 ° 3 Prob . 1-81 4 = 1-82 . The rods AB and CD are made of steel having an allow- able tensile stress of ...
Page 446
... tensile force along its axis . 8-75 . The clamp is made from members AB and AC , which are pin - connected at A. If the compressive force at C and B is 180 N , sketch the stress distribution acting over section a - a . The screw EF is ...
... tensile force along its axis . 8-75 . The clamp is made from members AB and AC , which are pin - connected at A. If the compressive force at C and B is 180 N , sketch the stress distribution acting over section a - a . The screw EF is ...
Page 540
... tensile stress since the plane of fracture for an element is at 45 ° to the shear direction , Fig . 10-35b . The ... tensile stress . Consequently , the tensile stress needed to fracture a specimen during a torsion test is approximately ...
... tensile stress since the plane of fracture for an element is at 45 ° to the shear direction , Fig . 10-35b . The ... tensile stress . Consequently , the tensile stress needed to fracture a specimen during a torsion test is approximately ...
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