## Strength of Materials |

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Page 69

Determine the dimensions if the inside diameter is § of the outside diameter. If G

= 12 X 106 psi, find the angle of twist in degrees in a 16-ft length. Ans. O.D. = 9.84

in.; 0 = 14.9° 310.

Determine the dimensions if the inside diameter is § of the outside diameter. If G

= 12 X 106 psi, find the angle of twist in degrees in a 16-ft length. Ans. O.D. = 9.84

in.; 0 = 14.9° 310.

**Determine the maximum**torque that can be applied to a ...Page 140

519,

distributed load that can then be carried. Ans. W = 116,000 lb 522. In the portion

of a butt joint shown in Fig. P-522, a 1 f^-in. rivet secures £-in. cover plates to a f-

in.

519,

**determine**the optimum position of the supports and the**maximum**totaldistributed load that can then be carried. Ans. W = 116,000 lb 522. In the portion

of a butt joint shown in Fig. P-522, a 1 f^-in. rivet secures £-in. cover plates to a f-

in.

Page 175

Express the maximum S, in terms of the maximum St. . „ hSt Ans. S, = 24L 581. A

laminated ... If S ^ 1500 psi and S, ^ 120 psi,

Ans. W = 22201b 2HMb i Wlb -12' Fig. P-582. 8"-H T Fig. P-583 and P-584. 583.

Express the maximum S, in terms of the maximum St. . „ hSt Ans. S, = 24L 581. A

laminated ... If S ^ 1500 psi and S, ^ 120 psi,

**determine the maximum**value of W.Ans. W = 22201b 2HMb i Wlb -12' Fig. P-582. 8"-H T Fig. P-583 and P-584. 583.

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allowable stresses aluminum angle assumed axes axial load beam loaded beam shown bending bending moment bolt cantilever beam caused centroid CN CN CN column compressive stress Compute the maximum concentrated load concrete cross section deformation Determine the maximum diameter elastic curve end moments equal equivalent Euler's formula factor of safety fibers flange flexure formula free-body diagram ft long ft-lb Hence Hooke's law horizontal ILLUSTRATIVE PROBLEMS lb/ft length loaded as shown main plate maximum shearing stress maximum stress midspan modulus Mohr's circle moment of area moment of inertia moments of inertia neutral axis obtain plane plastic product of inertia proportional limit radius reaction Repeat Prob resisting restrained beam resultant segment shaft shear center shear diagram shearing force shown in Fig Solution Solve Prob span static steel strain tensile stress thickness torque torsional uniformly distributed load vertical shear weld zero