Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 118
... bending stresses , all laminations shall be approximately parallel to the neutral plane of the beam . Members shall ... bending for the grade in the outer two - fifths shall apply without increase . ( e ) Combined Bending and Compression ...
... bending stresses , all laminations shall be approximately parallel to the neutral plane of the beam . Members shall ... bending for the grade in the outer two - fifths shall apply without increase . ( e ) Combined Bending and Compression ...
Page 137
... Bending Moments . The bending moments for the mid- dle strips shall be computed from the formula = M , Cw'S ( 2 ) In which M , is bending moment in foot - pounds per foot of width ; C is a coefficient as given in Table No. 26 - C ; w ...
... Bending Moments . The bending moments for the mid- dle strips shall be computed from the formula = M , Cw'S ( 2 ) In which M , is bending moment in foot - pounds per foot of width ; C is a coefficient as given in Table No. 26 - C ; w ...
Page 166
... Bending unit stress that would be permitted by this Code if bending stresses only existed . f , Unit axial stress ( actual ) that is , the total axial stress divided by the area of the member . f Unit bending stress ( actual ) that is ...
... Bending unit stress that would be permitted by this Code if bending stresses only existed . f , Unit axial stress ( actual ) that is , the total axial stress divided by the area of the member . f Unit bending stress ( actual ) that is ...
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