Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
From inside the book
Results 1-3 of 53
Page 118
... stress , and all lumber shall be stress graded . ( e ) Grading . Lumber shall be stress graded . In members for exterior use , the diameter of any knot appearing at a glue joint on a face of the member shall be limited to one inch ( 1 ...
... stress , and all lumber shall be stress graded . ( e ) Grading . Lumber shall be stress graded . In members for exterior use , the diameter of any knot appearing at a glue joint on a face of the member shall be limited to one inch ( 1 ...
Page 141
... stress shall not exceed Shear and 0.060ƒ ' .. This shearing unit stress may be increased at the rate Diagonal of 0.01f , for each increase of four bar diameters in the radius Tension of bend until the maximum allowable shearing unit ...
... stress shall not exceed Shear and 0.060ƒ ' .. This shearing unit stress may be increased at the rate Diagonal of 0.01f , for each increase of four bar diameters in the radius Tension of bend until the maximum allowable shearing unit ...
Page 143
... stress to which the bar is subjected . The unit bond stress shall not exceed that set forth in Table No. 26 - B . The effective embedded length shall not be assumed to exceed the distance between the mid - depth of the beam and the ...
... stress to which the bar is subjected . The unit bond stress shall not exceed that set forth in Table No. 26 - B . The effective embedded length shall not be assumed to exceed the distance between the mid - depth of the beam and the ...
Contents
Page | 11 |
Part IAdministrative | 19 |
Part IIDefinitions and Abbreviations | 29 |
Copyright | |
21 other sections not shown
Other editions - View all
Common terms and phrases
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