Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 111
... Laminated Members . 1. BEAMS . Lami- nated built - up beams with laminations perpendicular to the plane of the neutral axes shall be considered as having the same resistance to bending moment as solid members of the same size and area ...
... Laminated Members . 1. BEAMS . Lami- nated built - up beams with laminations perpendicular to the plane of the neutral axes shall be considered as having the same resistance to bending moment as solid members of the same size and area ...
Page 118
... laminated structural lumber shall be as specified in this section . Whenever glued laminated lumber is an integral part of glued built - up sections , it shall conform to all requirements and be subject to the same working stresses ...
... laminated structural lumber shall be as specified in this section . Whenever glued laminated lumber is an integral part of glued built - up sections , it shall conform to all requirements and be subject to the same working stresses ...
Page 119
... laminated lumber which is stressed to more than one - half of its allowable axial stress , the end joints in lamination shall be scarfed . All scarfed joints shall approximate the slope of the grain of the lumber and shall be in the ...
... laminated lumber which is stressed to more than one - half of its allowable axial stress , the end joints in lamination shall be scarfed . All scarfed joints shall approximate the slope of the grain of the lumber and shall be in the ...
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