Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 150
... Cement . Cement for mortar shall be Type I , II or III portland ce- ment as set forth in U.B.C. Standard No. 26-1 , or Type I - A , II - A or III - A air - entraining portland cement as set forth in U.B.C. Standard No. 26-1 , or masonry ...
... Cement . Cement for mortar shall be Type I , II or III portland ce- ment as set forth in U.B.C. Standard No. 26-1 , or Type I - A , II - A or III - A air - entraining portland cement as set forth in U.B.C. Standard No. 26-1 , or masonry ...
Page 294
... portland cement , aggregate or water added to 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 ...
... portland cement , aggregate or water added to 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 ...
Page 570
... portland cement plaster . Portland cement plaster mixed 1 : 2 % by weight , cement to sand . 4344 Clay or Shale 4 Hollow brick units ' at least 71 percent solid , plastered each side with % " gypsum plaster . 834 5 Hollow ( rowlock ...
... portland cement plaster . Portland cement plaster mixed 1 : 2 % by weight , cement to sand . 4344 Clay or Shale 4 Hollow brick units ' at least 71 percent solid , plastered each side with % " gypsum plaster . 834 5 Hollow ( rowlock ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
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 column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER flange flexural footnotes Formula framing girders grade Group grout gypsum height inches on center installed joints joists least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain partitions percent permitted plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural Selected Decking shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch stairway steel strength studs Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength