Uniform Building Code |
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Page 300
... concrete to modify its properties . AGGREGATE . Inert material which is mixed with portland cement and water to produce concrete . AGGREGATE , LIGHTWEIGHT . Aggregate having a dry loose weight of 70 pounds per cubic foot or less . AIR ...
... concrete to modify its properties . AGGREGATE . Inert material which is mixed with portland cement and water to produce concrete . AGGREGATE , LIGHTWEIGHT . Aggregate having a dry loose weight of 70 pounds per cubic foot or less . AIR ...
Page 306
... Concrete Obtaining and Testing Drilled Cores and Sawed Beams Test for Splitting Tensile Strength 27-1 26-9 26-9 26-10 26-10 26-10 26-11 26-10 26-12 26-13 READY - MIXED CONCRETE The welding of reinforcing steel , metal inserts and ...
... Concrete Obtaining and Testing Drilled Cores and Sawed Beams Test for Splitting Tensile Strength 27-1 26-9 26-9 26-10 26-10 26-10 26-11 26-10 26-12 26-13 READY - MIXED CONCRETE The welding of reinforcing steel , metal inserts and ...
Page 310
... Concrete Sec . 2605. ( a ) Preparation of Equipment and Place of Deposit . Before concrete is placed , all equipment for mixing and transporting the concrete shall be clean , all debris and ice shall be removed from the spaces to be oc ...
... Concrete Sec . 2605. ( a ) Preparation of Equipment and Place of Deposit . Before concrete is placed , all equipment for mixing and transporting the concrete shall be clean , all debris and ice shall be removed from the spaces to be oc ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts Building Official building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength