## Strength of materials |

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Page 138

the 16-in. length is vertical. All other data remain unchanged. .4ns. W - 2220lb

511.

that ...

**Repeat Prob**. 509 if the beam section shown in Fig. P-509 is rotated 90° so thatthe 16-in. length is vertical. All other data remain unchanged. .4ns. W - 2220lb

511.

**Repeat Prob**. 509 if the beam section is that shown in Fig. P-511. Assumethat ...

Page 139

beam AB, 6 in. wide by 10 in. deep and 10 ft long, is supported by a guy wire AC

in the position shown in Fig. P-515. The beam carries a load, including its ...

**Repeat Prob**. 513 to find the maximum flexural stress at section b-b. 515. A timberbeam AB, 6 in. wide by 10 in. deep and 10 ft long, is supported by a guy wire AC

in the position shown in Fig. P-515. The beam carries a load, including its ...

Page 416

Solve Prob. 1138 if the eccentric load is applied on the major axis. 1140. Find the

maximum length of a 10 WF 49 section ...

formula with riveted ends and Eq. (11-22), with Sb = 20,000 psi. 1144. A 12-in.

Solve Prob. 1138 if the eccentric load is applied on the major axis. 1140. Find the

maximum length of a 10 WF 49 section ...

**Repeat Prob**. 1142, using the AASHOformula with riveted ends and Eq. (11-22), with Sb = 20,000 psi. 1144. A 12-in.

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allowable stresses aluminum angle assumed axes axial load beam in Fig beam loaded beam shown bending bolt cantilever beam caused centroid CN CN column compressive stress Compute the maximum concentrated load concrete cover plate 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 hinged Hooke's law horizontal ILLUSTRATIVE PROBLEMS lb/ft length loaded as shown main plate maximum shearing stress maximum stress midspan midspan deflection modulus Mohr's circle moments of inertia neutral axis obtain plane plastic positive product of inertia proportional limit radius ratio 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