Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 48
... one . Where minor accessory uses do not occupy more than 10 percent of the ... half - hour fire - pro- tection rating . 3. A " two - hour fire - resistive ... one and one - half - hour fire- protection rating . 4. A " one - hour fire ...
... one . Where minor accessory uses do not occupy more than 10 percent of the ... half - hour fire - pro- tection rating . 3. A " two - hour fire - resistive ... one and one - half - hour fire- protection rating . 4. A " one - hour fire ...
Page 320
... one - half the width of the web and a total flange width not more than four times the width of the web . 3. For beams having a flange on one side only , the effective over - hang- ing flange width shall not exceed one - twelfth of the ...
... one - half the width of the web and a total flange width not more than four times the width of the web . 3. For beams having a flange on one side only , the effective over - hang- ing flange width shall not exceed one - twelfth of the ...
Page 559
... one - half our , one - hour , or three - fourths - hour fire - protection rating shall be of an tomatic- or self - closing type as specified in Section 4306 ( b ) . EXCEPTIONS : 1. Dual fire - exit doors shall have closing devices as ...
... one - half our , one - hour , or three - fourths - hour fire - protection rating shall be of an tomatic- or self - closing type as specified in Section 4306 ( b ) . EXCEPTIONS : 1. Dual fire - exit doors shall have closing devices as ...
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 stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection installed joints joists lath 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 partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength