Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 124
... STRENGTH OF CONCRETE MIXTURES Proportions and Consistency Water - Content U. S. Gallons Per 94 - lb . Sack of Cement Assumed Compressive Strength at 28 Days U.S. Gallons Cu . Ft . p . s . i . 72 64 1.00 2000 .90 2500 .80 3000 .67 3750 6 ...
... STRENGTH OF CONCRETE MIXTURES Proportions and Consistency Water - Content U. S. Gallons Per 94 - lb . Sack of Cement Assumed Compressive Strength at 28 Days U.S. Gallons Cu . Ft . p . s . i . 72 64 1.00 2000 .90 2500 .80 3000 .67 3750 6 ...
Page 131
... strength indicated on the drawings as specified in Section 2606 and shall be in the ratios specified in this Chapter . The ultimate strength ( f ' ) shall be the aver- age strength attained at 28 days , based on six - inch by twelve ...
... strength indicated on the drawings as specified in Section 2606 and shall be in the ratios specified in this Chapter . The ultimate strength ( f ' ) shall be the aver- age strength attained at 28 days , based on six - inch by twelve ...
Page 176
... strength of the members connected . When bearing studs or other vertical bearing members are spliced , the full strength of such members shall be developed in the splice . Where studs do not continue full length from one story through ...
... strength of the members connected . When bearing studs or other vertical bearing members are spliced , the full strength of such members shall be developed in the splice . Where studs do not continue full length from one story through ...
Contents
Page | 11 |
Part IAdministrative | 19 |
Part IIDefinitions and Abbreviations | 29 |
Copyright | |
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adjacent property lines approved bars beams bending bolts Building Official building or structure ceiling cent Chimneys Code combustible material compression members compressive strength conform dead load designed diameter dry standpipes enclosures exceed exit exterior walls fire doors Fire Zone fire-protected flange foot frame furnace girders grade Group gypsum height horizontal incombustible installed interior joints joists least length less than one-hour live load located lumber metal minimum mortar Occupancy Separation one-half inch one-hour fire-resistive construction partitions permit pipe plaster portland cement pounds per square proscenium protected reinforced concrete resistance rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stairway structural steel studs Table tensile stress tests thickness tile tion total band twelve inches 12 twenty feet 20 Type V buildings TYPES OF CONSTRUCTION unit stress vent Ventilation vertical openings width wood