## Strength of Materials |

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Page 138

the 16-in. length is vertical. All other data remain unchanged. .4ns. W = 22201b

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 = 22201b

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 436

Prob. 1219, if the rivet at row 1 is omitted, determine the maximum stresses in

shear, bearing, and tension in the main plate ...

allowable stresses arc S, — 15,000 psi, S, = 20,000 psi, and Sb = 32,000 psi.

1225. Find the ...

Prob. 1219, if the rivet at row 1 is omitted, determine the maximum stresses in

shear, bearing, and tension in the main plate ...

**Repeat Prob**. 1223 if theallowable stresses arc S, — 15,000 psi, S, = 20,000 psi, and Sb = 32,000 psi.

1225. Find the ...

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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