Uniform Building Code |
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Page 331
... cement ratio or cement content and com- pressive strength at designated test age . ( vi ) Maximum water - cement ratio or minimum cement content for con- crete to be used in proposed work shall be that shown by the curve to produce the ...
... cement ratio or cement content and com- pressive strength at designated test age . ( vi ) Maximum water - cement ratio or minimum cement content for con- crete to be used in proposed work shall be that shown by the curve to produce the ...
Page 670
... cement up to 15 percent of the weight of the portland cement may be added to the mix . Curing of the first coat may be omitted and the second coat shall be cured as set forth in Table No. 47 - F . ( g ) Finish Coats . Finish coats shall ...
... cement up to 15 percent of the weight of the portland cement may be added to the mix . Curing of the first coat may be omitted and the second coat shall be cured as set forth in Table No. 47 - F . ( g ) Finish Coats . Finish coats shall ...
Page 682
... CEMENT PLASTER Second 1 20 lbs . 5 1st and 2nd Coats total 3/4 " 48 hours 7 Days8 Finish 1 19 3 1st , 2nd and Finish Coats 7/8 " 8 PORTLAND CEMENT - LIME PLASTER10 MAXIMUM VOLUME MAXIMUM VOLUME SAND PER COMBINED Second 1 1 : 42 1st and ...
... CEMENT PLASTER Second 1 20 lbs . 5 1st and 2nd Coats total 3/4 " 48 hours 7 Days8 Finish 1 19 3 1st , 2nd and Finish Coats 7/8 " 8 PORTLAND CEMENT - LIME PLASTER10 MAXIMUM VOLUME MAXIMUM VOLUME SAND PER COMBINED Second 1 1 : 42 1st and ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved atrium axial load bars beam bolts building official building or structure column comply compression members concrete conform dead load deflection diameter diaphragms Division 1 Occupancies exceed exit exterior walls extreme fiber factor Fire Code floor area Formula framing girders grade Group H grout height horizontal shear inspection installed joints joists laminations lateral forces length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard partitions percent permitted perpendicular plywood portion pounds per square prestressing protected psi psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud Table tensile tensile stress tension thickness U.B.C. Standard vertical welds width wood yield strength