Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 153
When prism tests are not made as in paragraph 2 , f ' , may be assumed as : Solid
Clay Units — 14,000 psi gross = 5300 Solid Clay Units — 10,000 psi gross f ' =
4000 Solid Clay Units — 6000 psi gross f ' = 2600 Solid Units — 3000 psi gross f
...
When prism tests are not made as in paragraph 2 , f ' , may be assumed as : Solid
Clay Units — 14,000 psi gross = 5300 Solid Clay Units — 10,000 psi gross f ' =
4000 Solid Clay Units — 6000 psi gross f ' = 2600 Solid Units — 3000 psi gross f
...
Page 570
TABLE NO.43 - B - RATED FIRE - RESISTIVE PERIODS FOR VARIOUS WALLS
AND PARTITIONS 8 3 Hollow brick units ' at least 71 percent solid . Hollow cavity
wall consisting of two 4 " nominal clay brick units with air space between Rrisk ...
TABLE NO.43 - B - RATED FIRE - RESISTIVE PERIODS FOR VARIOUS WALLS
AND PARTITIONS 8 3 Hollow brick units ' at least 71 percent solid . Hollow cavity
wall consisting of two 4 " nominal clay brick units with air space between Rrisk ...
Page 571
Cavity wall consisting of two 3 - inch nominal thick solid clay units with air space .
10 8 One cell in wall thickness , units at least 50 percent solid , plastered each
side with % " gypsum plaster . 414 11 12 Two cells in wall thickness , units at
least ...
Cavity wall consisting of two 3 - inch nominal thick solid clay units with air space .
10 8 One cell in wall thickness , units at least 50 percent solid , plastered each
side with % " gypsum plaster . 414 11 12 Two cells in wall thickness , units at
least ...
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Contents
Construction Height and Allowable Area | 16 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
accordance additional allowable applied approved assembly bars beam bearing bending bolts building official ceiling Chapter column compression compressive stress computed concrete conform connections considered construction continuous covering Decking determined diameter direction distance Division doors edge effective equal equipment exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange floor foot forces Formula frame grade greater Group gypsum height horizontal inches inspection installed joints lateral least length less limited load located lumber masonry materials maximum metal nails Occupancies openings percent permitted placed plans plaster plate portion pounds protection ratio reinforcement resist roof rooms Section Select separation shear side single slab space span specified square steel story strength stress Structural studs surface Table tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood