Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 96
... units are used to make up the thickness of the wall , the stretcher courses shall be bonded at vertical intervals not exceeding thirty - four inches ( 34 " ) by lapping at least three and three - fourths inches ( 34 " ) over the unit ...
... units are used to make up the thickness of the wall , the stretcher courses shall be bonded at vertical intervals not exceeding thirty - four inches ( 34 " ) by lapping at least three and three - fourths inches ( 34 " ) over the unit ...
Page 97
... unit working stresses in cavity wall construction shall not exceed the values set forth in Table No. 24 - E except as provided in Chapter 23 . Sec . 2410. ( a ) General . Stone masonry is that form of Stone construction made with ...
... unit working stresses in cavity wall construction shall not exceed the values set forth in Table No. 24 - E except as provided in Chapter 23 . Sec . 2410. ( a ) General . Stone masonry is that form of Stone construction made with ...
Page 141
... 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 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 ...
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