Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 162
... Supporting Beams . ( 1 ) For span A , the maximum bending moments in the supporting beams may be determined from an equivalent uniformly distributed load per linear foot equal to w B ( 1 2 ― - eAra ) ... ( 9 ) ( 2 ) For span A , the ...
... Supporting Beams . ( 1 ) For span A , the maximum bending moments in the supporting beams may be determined from an equivalent uniformly distributed load per linear foot equal to w B ( 1 2 ― - eAra ) ... ( 9 ) ( 2 ) For span A , the ...
Page 197
... support- ing members used in the structural frame of light steel con- struction and steel joists shall be connected to the supporting beams , girders , foundations or other steel supporting members by arc or resistance welding ...
... support- ing members used in the structural frame of light steel con- struction and steel joists shall be connected to the supporting beams , girders , foundations or other steel supporting members by arc or resistance welding ...
Page 206
... support any vertical load other than the dead load of the veneer above . Veneer above openings shall be supported upon lintels of incombustible material . ( c ) Anchorage . Masonry veneer shall be attached to the supporting wall with ...
... support any vertical load other than the dead load of the veneer above . Veneer above openings shall be supported upon lintels of incombustible material . ( c ) Anchorage . Masonry veneer shall be attached to the supporting wall with ...
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