Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 115
... diaphragms may be used to distribute hori- Wood zontal forces to resisting elements such as walls or partitions , Diaphragms provided the maximum deflection in the plane of the diaphragm , as determined by tests or analogies drawn ...
... diaphragms may be used to distribute hori- Wood zontal forces to resisting elements such as walls or partitions , Diaphragms provided the maximum deflection in the plane of the diaphragm , as determined by tests or analogies drawn ...
Page 116
... diaphragms to resist- ing elements shall be provided along all the margins of the dia- phragm . Such connections shall be capable of resisting the de- sign loads or forces elsewhere herein prescribed . Sec . 2525. For additional termite ...
... diaphragms to resist- ing elements shall be provided along all the margins of the dia- phragm . Such connections shall be capable of resisting the de- sign loads or forces elsewhere herein prescribed . Sec . 2525. For additional termite ...
Page 311
... stresses 2505 Columns - or posts .2505 , 2515 Combined stresses 2506 Compression members - built up 2516 Compression on inclined surfaces Deflection Diaphragms Firestops - required Floors 311 WATER - CEMENT RATIO Section.
... stresses 2505 Columns - or posts .2505 , 2515 Combined stresses 2506 Compression members - built up 2516 Compression on inclined surfaces Deflection Diaphragms Firestops - required Floors 311 WATER - CEMENT RATIO Section.
Contents
Page | 11 |
Part IAdministrative | 19 |
Part IIDefinitions and Abbreviations | 29 |
Copyright | |
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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