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Page 380
For normal - weight concrete , shear strength Vn shall not be taken greater than 0.2f'bwd nor 800 bwd in pounds . For “ all lightweight ” or “ sand - lightweight ” concrete , shear strength Vn shall not be taken greater than ( 0.2 ...
For normal - weight concrete , shear strength Vn shall not be taken greater than 0.2f'bwd nor 800 bwd in pounds . For “ all lightweight ” or “ sand - lightweight ” concrete , shear strength Vn shall not be taken greater than ( 0.2 ...
Page 382
Design of slab or footing for two - way action shall be based on Formula ( 11-1 ) , where shear strength Vn shall not be taken greater than shear strength Vc , computed in accordance with Sections 2611 ( 1 ) 2 ...
Design of slab or footing for two - way action shall be based on Formula ( 11-1 ) , where shear strength Vn shall not be taken greater than shear strength Vc , computed in accordance with Sections 2611 ( 1 ) 2 ...
Page 618
2 2 172 1 Grade A concrete , members 8 " x 8 " or greater ( not including sandstone , granite and siliceous gravel ) . ' 3 3 1 1 1 1 Grade A concrete , members 12 " x 12 " , or greater ( not including sandstone , granite and siliceous ...
2 2 172 1 Grade A concrete , members 8 " x 8 " or greater ( not including sandstone , granite and siliceous gravel ) . ' 3 3 1 1 1 1 Grade A concrete , members 12 " x 12 " , or greater ( not including sandstone , granite and siliceous ...
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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