Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 109
... determined by the Building Official . 400 460 372 TABLE NO . 25 - E - SAFE RESISTANCE OF WOOD SCREWS TO WITHDRAWAL When Inserted Perpendicular to Grain of Wood in Pounds per Linear Inch of Screw Gauge of Screw Kind of Wood 12 16 20 22 ...
... determined by the Building Official . 400 460 372 TABLE NO . 25 - E - SAFE RESISTANCE OF WOOD SCREWS TO WITHDRAWAL When Inserted Perpendicular to Grain of Wood in Pounds per Linear Inch of Screw Gauge of Screw Kind of Wood 12 16 20 22 ...
Page 155
... determined by the provisions of Subsec- tions ( i ) and ( j ) . In long columns subjected to definite bend- ing stresses , as determined in Subsection ( h ) , the ratio h / d shall not exceed 20 . ( h ) Bending Moments in Columns . The ...
... determined by the provisions of Subsec- tions ( i ) and ( j ) . In long columns subjected to definite bend- ing stresses , as determined in Subsection ( h ) , the ratio h / d shall not exceed 20 . ( h ) Bending Moments in Columns . The ...
Page 197
... determined by adding the number of occupants of the various portions as set forth in Table No. 33 - A . ( g ) More Than One Occupancy . The capacity of a room or building which is used for different occupancies at different times shall ...
... determined by adding the number of occupants of the various portions as set forth in Table No. 33 - A . ( g ) More Than One Occupancy . The capacity of a room or building which is used for different occupancies at different times shall ...
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