Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 189
... angles . ( e ) Crane Runway Girders . Crane runway girders shall be proportioned to resist any lateral forces produced by loads car- ried by them . These lateral forces shall in no case be less than 20 per cent of the maximum wheel ...
... angles . ( e ) Crane Runway Girders . Crane runway girders shall be proportioned to resist any lateral forces produced by loads car- ried by them . These lateral forces shall in no case be less than 20 per cent of the maximum wheel ...
Page 191
... Angles . Where angles in tension are connected through but one leg and the eccentricity is not taken into account , only 80 per cent of the net section of the angle shall be considered as effective . ( e ) Eccentricity in Members in ...
... Angles . Where angles in tension are connected through but one leg and the eccentricity is not taken into account , only 80 per cent of the net section of the angle shall be considered as effective . ( e ) Eccentricity in Members in ...
Page 207
... Angles . Shelf angles shall be of corrosion - resis- tant material capable of supporting four times the weight of the supported veneer . The shelf angles shall be spaced vertically in alternate hori- zontal joints but not more than ...
... Angles . Shelf angles shall be of corrosion - resis- tant material capable of supporting four times the weight of the supported veneer . The shelf angles shall be spaced vertically in alternate hori- zontal joints but not more than ...
Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIIRequirements Based on Occupancy | 51 |
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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