Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
From inside the book
Results 1-3 of 23
Page 68
... forces to such parts of the structural frame as are designed to carry the horizontal forces to the foundations , unless such forces are provided for otherwise . Where wood sleepers are used for laying wood floors the space between the ...
... forces to such parts of the structural frame as are designed to carry the horizontal forces to the foundations , unless such forces are provided for otherwise . Where wood sleepers are used for laying wood floors the space between the ...
Page 184
... forces , except as specifically provided in Section 2902 . ( d ) Exceptions . The limitations in this Chapter shall ... force equal to four times the weight of the attached veneer . Veneer ties shall be not less in thickness than No. 6 W ...
... forces , except as specifically provided in Section 2902 . ( d ) Exceptions . The limitations in this Chapter shall ... force equal to four times the weight of the attached veneer . Veneer ties shall be not less in thickness than No. 6 W ...
Page 264
... forces as provided in this Section . Stresses shall be calculated as the effect of a force applied horizontally at each floor or roof level above the founda- tion . Such force shall be proportional to the total dead plus one - half the ...
... forces as provided in this Section . Stresses shall be calculated as the effect of a force applied horizontally at each floor or roof level above the founda- tion . Such force shall be proportional to the total dead plus one - half the ...
Contents
Page | 11 |
Part IAdministrative | 19 |
Part IIDefinitions and Abbreviations | 29 |
Copyright | |
21 other sections not shown
Other editions - View all
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