Uniform Building Code |
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Page 290
... Modulus of Elasticity , " E " , in 1,000,000 psi SIZE SPACING 24.0 900 980 1050 1120 1190 1250 1310 1380 1440 1500 ... modulus of elasticity values ( E ) , from Tables Nos . 25 - A - 1 , and 25 - A - 2 . ( 3 ) For more comprehensive ...
... Modulus of Elasticity , " E " , in 1,000,000 psi SIZE SPACING 24.0 900 980 1050 1120 1190 1250 1310 1380 1440 1500 ... modulus of elasticity values ( E ) , from Tables Nos . 25 - A - 1 , and 25 - A - 2 . ( 3 ) For more comprehensive ...
Page 324
... Modulus of Elasticity . The modulus of elasticity E. , for concrete may be taken as w1.5 33 √ƒ ' in psi for values of w between 90 and 155 pounds per cubic foot . For normal weight concrete , E , may be considered as 57,000 Vf . The ...
... Modulus of Elasticity . The modulus of elasticity E. , for concrete may be taken as w1.5 33 √ƒ ' in psi for values of w between 90 and 155 pounds per cubic foot . For normal weight concrete , E , may be considered as 57,000 Vf . The ...
Page 364
... modulus of elasticity for beam concrete . = modulus of elasticity for column concrete . Ecs = modulus of elasticity for slab concrete . h = overall thickness of member , inches . Ib 24 Is Kb Kec = moment of inertia about centroidal axis ...
... modulus of elasticity for beam concrete . = modulus of elasticity for column concrete . Ecs = modulus of elasticity for slab concrete . h = overall thickness of member , inches . Ib 24 Is Kb Kec = moment of inertia about centroidal axis ...
Contents
Effective Use of the Uniform Building Code | 20 |
Permits and Inspections | 29 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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accordance additional allowable applied approved assembly bars beam bearing bending Building Official ceiling Chapter Code columns compression concrete conform considered construction continuous covered Decking determined diameter direction distance Division effective equal equipment exceed EXCEPTION Exits exterior walls face factor feet fire Fire Zone fire-resistive floor foot forces frame grade Grain greater Group grout height horizontal hour inches increased inspection installed joints lateral least length less limited live load load located masonry materials maximum mortar nails noncombustible Occupancies one-hour openings panel Parallel partitions percent permitted placed portion protected reinforcement resisting roof rooms Select Structural separated shear sheathing side solid space span Special specified specified in Section square feet steel story strength studs Surfaced Table tension tests thickness timber tion Type U.B.C. Standard unit unit stress values ventilation vertical wide width wood