## Strength of materials |

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Page 100

Beam

= —3480 ft-lb 405. Beam

Br ]c ' B 200 lb/ ft 3' 6' 300 lb/ ft 400 lb/ ft «1 Fig. P-406. 4' «2 Fig. P-405. 406.

Beam

**loaded as shown**in Fig. P-404. Ans. Mac = 3600 — 230x — 30x2; Max. M= —3480 ft-lb 405. Beam

**loaded as shown**in Fig. P-405. Ans. Max. M = 3456 ft-lbBr ]c ' B 200 lb/ ft 3' 6' 300 lb/ ft 400 lb/ ft «1 Fig. P-406. 4' «2 Fig. P-405. 406.

Page 116

Beam

overhanging beam shown in Fig. P-428, determine P so that the moments over

the supports equal the moment at midspan. 429. Beam

-429.

Beam

**loaded as shown**in Fig. P-427. Ans. Max. M = 5000 ft-Ib 428. In theoverhanging beam shown in Fig. P-428, determine P so that the moments over

the supports equal the moment at midspan. 429. Beam

**loaded as shown**in Fig. P-429.

Page 207

Beam

= 300 ft-lb 3'. 3' T Fig. P-624. 60 lb 4' } 2' 30 lb/ ft 3' T Fig. P-625. 625. Beam

right to ...

Beam

**loaded as shown**in Fig. P-624. Ans. (Area.) ab-Za = 22,500 lb-ft3 400 lb Af= 300 ft-lb 3'. 3' T Fig. P-624. 60 lb 4' } 2' 30 lb/ ft 3' T Fig. P-625. 625. Beam

**loaded as shown**in Fig. P-625. Hint: Draw the moment diagram by parts fromright to ...

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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