Strength of Materials |
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Page 376
... reinforcement is the beam ? Ans . M = 507,000 in . - lb ; over - reinforced = 1030. In a reinforced beam , b = 10 in . , d = 18 in . , As 2 sq in . , and n = 12. Determine the safe uniformly distributed load that can be carried on a ...
... reinforcement is the beam ? Ans . M = 507,000 in . - lb ; over - reinforced = 1030. In a reinforced beam , b = 10 in . , d = 18 in . , As 2 sq in . , and n = 12. Determine the safe uniformly distributed load that can be carried on a ...
Page 380
... Reinforced Concrete The method used for rectangular reinforced concrete beams becomes quite involved when applied to T - beams . Because of the flange of the T , the centroid of the compressive area is no longer kd from the neutral axis ...
... Reinforced Concrete The method used for rectangular reinforced concrete beams becomes quite involved when applied to T - beams . Because of the flange of the T , the centroid of the compressive area is no longer kd from the neutral axis ...
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... Reinforced beams , basic principle , 364 bond stress , 382 deflection of , 370 design of , 376 equivalent sections , 365 , 372 , 380 of concrete , 371 of timber , 365 , 367 shearing stress in , 370 , 382 Reinforced strut , 42 Reinforcement ...
... Reinforced beams , basic principle , 364 bond stress , 382 deflection of , 370 design of , 376 equivalent sections , 365 , 372 , 380 of concrete , 371 of timber , 365 , 367 shearing stress in , 370 , 382 Reinforced strut , 42 Reinforcement ...
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allowable stresses aluminum angle applied assumed axial load beam in Fig beam loaded beam shown bending bending moment bolt bronze cantilever beam caused centroid column compressive stress Compute the maximum concentrated load concrete continuous beam 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 inertia lb/ft length loaded as shown main plate maximum shearing stress maximum stress midspan deflection modulus Mohr's circle moment of area moment of inertia neutral axis obtain plane positive proportional limit R₂ radius reaction Repeat Prob resisting restrained beam resultant segment shaft shear diagram shearing force shown in Fig Solution Solve Prob span statically indeterminate steel strain tensile stress three-moment equation torque torsional uniformly distributed load vertical shear weld zero ΕΙ