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Page 163
The clear distance between lateral support of a beam shall not exceed 32 times the least width of the compression area . 4. Effective width ( b ) of compression area . In computing flexural stresses in walls where reinforcement occurs ...
The clear distance between lateral support of a beam shall not exceed 32 times the least width of the compression area . 4. Effective width ( b ) of compression area . In computing flexural stresses in walls where reinforcement occurs ...
Page 340
Clear distance between parallel bars in a layer shall be not less than dy nor 1 inch . See also the second paragraph of Section 2603 ( d ) . Where parallel reinforcement is placed in two or more layers , bars in the upper layers shall ...
Clear distance between parallel bars in a layer shall be not less than dy nor 1 inch . See also the second paragraph of Section 2603 ( d ) . Where parallel reinforcement is placed in two or more layers , bars in the upper layers shall ...
Page 367
A , = area of one leg of a closed stirrup resisting torsion within a distance s , As square inches . A , = area of shear reinforcement within a distance s , or area of shear reinforcement perpendicular to flexural tension reinforcement ...
A , = area of one leg of a closed stirrup resisting torsion within a distance s , As square inches . A , = area of shear reinforcement within a distance s , or area of shear reinforcement perpendicular to flexural tension reinforcement ...
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Contents
Part Definitions and Abbreviations | 17 |
Fireresistive Substitution | 33 |
Pedestrian Walkways | 34 |
Copyright | |
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Common terms and phrases
accordance additional allowable applied approved axial bars beam bearing bending building official Chapter column combination comply compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined direction distance Division edge effective elasticity elements equipment exceed EXCEPTION exit exterior walls face factor feet fiber fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal hour inches increased inspection installed joints lateral least length less limited live load located masonry materials maximum modulus nails Occupancies one-hour openings panel parallel percent permitted placed portion protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab space span specified square steel storage story strength stress Structural Stud surface Table tension thickness Type U.B.C. Standard unit values vertical walls welds wide width wood