## Strength of materials |

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Page 101

Cantilever beam carrying the uniformly varying load

Cantilever beam carrying a distributed load varying from w lb/ft at the free end to

zero at the wall, as

4' ...

Cantilever beam carrying the uniformly varying load

**shown in Fig**. P-410. 411.Cantilever beam carrying a distributed load varying from w lb/ft at the free end to

zero at the wall, as

**shown in Fig**. P-411. Ans. M = 6L 2 -to lb/ft 180 lb/ ft L 100 lb/ft4' ...

Page 119

Fig. P-441. 442. Beam loaded as

443. Beam loaded as

lb/ft 1200lb 72 lb/ ft 50 lb/ft 6' Fig. P-444. J t- *2 90 lb/ft 6' 180 lb/ ft Fig. P-445. 446.

Fig. P-441. 442. Beam loaded as

**shown in Fig**. P-442. Ans. Max. M = 1267 ft-lb443. Beam loaded as

**shown in Fig**. P-443. Ans. Max. M = 4720 ft-lb 120 lb/ ft- 60lb/ft 1200lb 72 lb/ ft 50 lb/ft 6' Fig. P-444. J t- *2 90 lb/ft 6' 180 lb/ ft Fig. P-445. 446.

Page 261

Fig. P-729. 729. For the restrained beam

moment and maximum EIS. Ans. M = — 1840 ft-lb; EIS = 9120 lb-ft3 730.

Determine the end moment and maximum deflection for the perfectly restrained

beam ...

Fig. P-729. 729. For the restrained beam

**shown in Fig**. P-729, compute the endmoment and maximum EIS. Ans. M = — 1840 ft-lb; EIS = 9120 lb-ft3 730.

Determine the end moment and maximum deflection for the perfectly restrained

beam ...

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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