Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 109
... designed for not less than 10 Ceilings pounds per square foot total load . All balcony railings shall be designed to withstand a hori- Railings zontal force of 20 pounds per lineal foot , applied at the top of the railing . Sec . 2305 ...
... designed for not less than 10 Ceilings pounds per square foot total load . All balcony railings shall be designed to withstand a hori- Railings zontal force of 20 pounds per lineal foot , applied at the top of the railing . Sec . 2305 ...
Page 191
... 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 in accordance with Section ...
... 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 in accordance with Section ...
Page 284
... 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
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIIRequirements Based on Occupancy | 51 |
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Common terms and phrases
allowable unit approved asbestos bars beams bending bolts Building Inspector building or structure ceiling cent chimneys clay coat Code compression compression members compressive strength conform Cont'd designed diameter doors Douglas Fir dry standpipes Enclosure of Vertical exceed exit exterior walls Fire Zone fire-protected flange flat slab foot frame girders grade Group gypsum height Hollow horizontal incombustible materials joints joists least length less than one-hour live load located lumber masonry metal minimum mortar non-bearing Occupancy Separation one-half inch one-hour fire-resistive construction panel partitions permit piles pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stair stairways Standard Specifications storage strength structural steel studs tensile stress thickness tile tion total band TYPES OF CONSTRUCTION unit stress vent Ventilation Vertical Openings width wood