Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 84
... designed for not less than 10 pounds per square foot total load . All balcony railings shall be designed to withstand a hori- zontal force of 20 pounds per lineal foot , applied at the top of the railing . Sec . 2305. Roofs shall be ...
... designed for not less than 10 pounds per square foot total load . All balcony railings shall be designed to withstand a hori- zontal force of 20 pounds per lineal foot , applied at the top of the railing . Sec . 2305. Roofs shall be ...
Page 169
... Designed Sections . Unless otherwise specified , tension members shall be designed on the basis of net section . Columns shall be designed on the basis of gross section . Beams and girders shall be designed as specified in Section 2704 ...
... Designed Sections . Unless otherwise specified , tension members shall be designed on the basis of net section . Columns shall be designed on the basis of gross section . Beams and girders shall be designed as specified in Section 2704 ...
Page 264
... designed and constructed to resist stresses produced by lateral 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 ...
... designed and constructed to resist stresses produced by lateral 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 ...
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