Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 129
... beam , inches R = Reaction , pounds , under the following conditions : ( 1 ) Distribution of load to adjacent beams ... beam from the nearest support shall be neglected . ( 3 ) All concentrated loads located at a distance from the ...
... beam , inches R = Reaction , pounds , under the following conditions : ( 1 ) Distribution of load to adjacent beams ... beam from the nearest support shall be neglected . ( 3 ) All concentrated loads located at a distance from the ...
Page 138
... beams or joists , may be notched or bored in any part of the section within three times the beam depth from either support . Such notches or holes shall not exceed one - fifth of the depth of beam except at point of support and as ...
... beams or joists , may be notched or bored in any part of the section within three times the beam depth from either support . Such notches or holes shall not exceed one - fifth of the depth of beam except at point of support and as ...
Page 159
... beam construc- T - Beams tion the slab and beam shall be built integrally or otherwise effectively bonded together . The effective flange width to be used in the design of symmetrical T - beams shall not exceed one- fourth of the span ...
... beam construc- T - Beams tion the slab and beam shall be built integrally or otherwise effectively bonded together . The effective flange width to be used in the design of symmetrical T - beams shall not exceed one- fourth of the span ...
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