Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 130
... Cement for mortar shall be Type I , II , or III portland cement as set forth in U.B.C. Standard No. 26-1-67 , or Type I - A , II - A , or III - A air - entraining portland cement as set forth in U.B.C. Standard No. 26-1-67 , or Type II ...
... Cement for mortar shall be Type I , II , or III portland cement as set forth in U.B.C. Standard No. 26-1-67 , or Type I - A , II - A , or III - A air - entraining portland cement as set forth in U.B.C. Standard No. 26-1-67 , or Type II ...
Page 232
... Portland Cement U.B.C. DESIGNATION PORTLAND CEMENT 26-1-67 Portland Blast Furnace Slag Cement 26-2-67 Portland Pozzolan Cement 26-3-67 AGGREGATES Concrete 26-4-67 Lightweight , for Structural Concrete 26-5-67 Selecting Proportions for ...
... Portland Cement U.B.C. DESIGNATION PORTLAND CEMENT 26-1-67 Portland Blast Furnace Slag Cement 26-2-67 Portland Pozzolan Cement 26-3-67 AGGREGATES Concrete 26-4-67 Lightweight , for Structural Concrete 26-5-67 Selecting Proportions for ...
Page 514
... portland 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 ...
... portland 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 ...
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