Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 89
... Table No. 24 - B shall be assumed to meet the strength classi- fication shown when mixed with aggregate in the proportions required by this section . The volume of aggregate in mortar shall be at least two times but not more than three ...
... Table No. 24 - B shall be assumed to meet the strength classi- fication shown when mixed with aggregate in the proportions required by this section . The volume of aggregate in mortar shall be at least two times but not more than three ...
Page 105
... Table No. 25 - A and Section 2505 ) . M total bending moment in inch pounds resulting from load causing flexure . = S section modulus ( in inches cubed ) for net cross section . f1 = allowable unit fiber stress in bending permitted for ...
... Table No. 25 - A and Section 2505 ) . M total bending moment in inch pounds resulting from load causing flexure . = S section modulus ( in inches cubed ) for net cross section . f1 = allowable unit fiber stress in bending permitted for ...
Page 248
... TABLE NO . 47 - B - SIZES OF MAIN RUNNERS IN SUSPENDED AND FURRED CEILINGS MAIN RUNNERS DISTANCE CENTER TO SIZE CENTER OF HANGERS Hot Rolled Cold Rolled Up to 2 feet 3/4 " 300 lb./1000 ft . 300 lb./1000 ft . Up to 3 feet 1 " 410 lb ...
... TABLE NO . 47 - B - SIZES OF MAIN RUNNERS IN SUSPENDED AND FURRED CEILINGS MAIN RUNNERS DISTANCE CENTER TO SIZE CENTER OF HANGERS Hot Rolled Cold Rolled Up to 2 feet 3/4 " 300 lb./1000 ft . 300 lb./1000 ft . Up to 3 feet 1 " 410 lb ...
Contents
Page | 11 |
Part IAdministrative | 19 |
Part IIDefinitions and Abbreviations | 29 |
Copyright | |
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Common terms and phrases
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