Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 234
... Cement and aggregates shall be stored in such a manner as to prevent their deterioration or the intrusion of foreign matter . Any material which has deteriorated or which has been damaged shall not be used for concrete . Sec . 2605. ( a ) ...
... Cement and aggregates shall be stored in such a manner as to prevent their deterioration or the intrusion of foreign matter . Any material which has deteriorated or which has been damaged shall not be used for concrete . Sec . 2605. ( a ) ...
Page 235
... cement ratios ( or cement content in the case of lightweight aggre- gates ) which will produce a range of strengths encompassing those required for the work . For each water - cement ratio ( or cement content ) , at least three ...
... cement ratios ( or cement content in the case of lightweight aggre- gates ) which will produce a range of strengths encompassing those required for the work . For each water - cement ratio ( or cement content ) , at least three ...
Page 514
... cement in an amount not to exceed 20 per cent by weight of the portland cement . For machine - placed plasters , asbestos fiber may be added to portland cement plaster in approved amounts . Approved portland cement plaster containing ...
... cement in an amount not to exceed 20 per cent by weight of the portland cement . For machine - placed plasters , asbestos fiber may be added to portland cement plaster in approved amounts . Approved portland cement plaster containing ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stresses applied approved axial load bars beam bending bolts bond Building Official building or structure ceiling cement cent chimney Code column compression members compressive strength computed conform construction Continued dead load designed diameter distance Douglas Fir exceed exit exterior walls EXTREME FIBER Fire Zone fire-resistive rating flange floor Formula framing gauge girders glued-laminated grade Group grout gypsum height horizontal incombustible joints joists Laminations lath least length less live load longitudinal lumber materials maximum metal minimum Modulus of Elasticity mortar nails occupant load openings parallel to grain permitted perpendicular plaster plate plywood portland cement pounds per square prestressing ratio resist roof Select Structural shear stress shear walls sheathing slab space span specified in Section splices square feet square inch steel studs surface Table thickness tion twelve inches 12 Type U.B.C. Standard values vertical welds width wire wood yield strength