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Chapter II Vertical Reinforcements
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1fin 1Jin 7J tons abutments adhesion area of concrete assumed breadth calculations cantilevers carry cement cent central neutral axis central sections central supports centre of gravity centre of reinforcement circular rods co-efficient columns compression compressional crete diam diameter distance distributed load double reinforcement effective depth employed end spans equate evenly-distributed load falsework flange floor floor-slab foot run horizontal intermediate spans introduced J-ton joists layer length lever lever-arm longitudinal main beams maximum B.M. metal Modulus of elasticity outer supports parabolic outline patent piers point of contraflexure Polar Diagram portion practice proportion reinforced concrete reinforcing rods reinforcing-rods resistance of concrete safe resistance sectional area separates space shear shown in Fig side of safety sketch slab space spans ditto sq.in square inch stirrups sufficient T-beam taking tensional stress theoretically thick tons per square top of beam top of concrete total depth vertical wall wire