Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
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Page 127
... portion of a completed structure , when the conditions have been such as to leave reasonable doubt as to the adequacy of the structure to serve the purpose for which it is intended . When a load test is required , the member or portion ...
... portion of a completed structure , when the conditions have been such as to leave reasonable doubt as to the adequacy of the structure to serve the purpose for which it is intended . When a load test is required , the member or portion ...
Page 138
... portion of the slab assumed as the flange of the T - beam . The spacing of the bars shall not exceed five times the thickness of the flange , nor in any case eighteen inches ( 18 " ) . 4. Provisions shall be made for the compressive ...
... portion of the slab assumed as the flange of the T - beam . The spacing of the bars shall not exceed five times the thickness of the flange , nor in any case eighteen inches ( 18 " ) . 4. Provisions shall be made for the compressive ...
Page 197
... portion thereof shall not exceed those set forth in Table No. 33 - A , except that where additional exit facilities ... portion thereof having an occupant load of 500 to 999 shall have not less than three exits . Buildings or portion ...
... portion thereof shall not exceed those set forth in Table No. 33 - A , except that where additional exit facilities ... portion thereof having an occupant load of 500 to 999 shall have not less than three exits . Buildings or portion ...
Contents
Part IAdministrative | 19 |
CHAPTER 3 | 25 |
Part IIIRequirements Based on Occupancy | 35 |
Copyright | |
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Common terms and phrases
angles approved axial bars beams bearing bending bolts Building Official building or structure ceiling cement cent Chimneys Code column combustible compression compression members compressive strength compressive stress connections Cont'd designed diameter distance Douglas fir dry standpipes enclosures exceed exit exterior walls fiber fire doors Fire Zone flange foot framing girders grade grain Group gypsum height horizontal incombustible materials installed interior joints joists lath least length less than one-hour live load located lumber maximum metal minimum mortar nails occupant load one-half inch one-hour fire-resistive construction partitions piles pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete resistance rivets shear side six inches slab space span specified in Chapter specified in Section splices square feet square inch stairway standpipes strength structural steel studs Subsection surface Table tensile stress thickness twenty feet 20 U.B.C. Standard vent ventilation welded width wire wood