Uniform Building Code: 1952, Volume 3International Conference of Building Officials, 1997 - Building laws |
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Page 3-13
... column without unduly increasing the effective column length . If the submitter and the building official jointly so decide , the column may be subjected to one and three - fourths times its de- signed working load before the fire ...
... column without unduly increasing the effective column length . If the submitter and the building official jointly so decide , the column may be subjected to one and three - fourths times its de- signed working load before the fire ...
Page 3-49
... columns and the heated perimeter ( D or P ) of steel columns . As used in these sections , W is the average weight of a structural steel column in pounds per linear foot ( kg / m ) and A is the cross - sectional area of a structural ...
... columns and the heated perimeter ( D or P ) of steel columns . As used in these sections , W is the average weight of a structural steel column in pounds per linear foot ( kg / m ) and A is the cross - sectional area of a structural ...
Page 3-50
... column sizes as follows : 1. For the smaller of the two columns , one of the test specimens shall be protected so as to develop the minimum desired fire- resistance rating , and the second specimen shall be protected with the maximum ...
... column sizes as follows : 1. For the smaller of the two columns , one of the test specimens shall be protected so as to develop the minimum desired fire- resistance rating , and the second specimen shall be protected with the maximum ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 3-1 |
System Acceptance 13 65 | 3-13 |
Means of Egress | 3-17 |
Copyright | |
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accordance ANSI applied assembly ASTM authority having jurisdiction beams Brace branch lines brick building official calculated ceiling check valve classification combustible concrete masonry concrete masonry units construction control valve curtain deck determined device diameter dimensions door dry pipe valve edge edition NFPA equipment exceed Exception face feet Figure fire department connection fire test fire-endurance fire-resistance rating Flanges floor flow grade gypsum hangers heat horizontal hose connections hose stations hose stream hydraulically hydrostatic test installed joints joist length less liquid limit listed load located material maximum minimum mortar opening operation panels percent permitted pipe system plasticity index plywood pressure prism protection requirements riser roof Screw SECTION shakes side spaced specified sprinkler system sq ft standpipe system storage surface Table temperature test sample test specimen thermocouples tion tube Type UBC Standard Uniform Building Code veneer vertical water supply weight welding width wire wood