Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 139
... computed by formula Diagonal ( 5 ) : Tension v = V bjd ( 5 ) For beams of I or T section b ' shall be substituted for b in formula ( 15 ) . Shear and Diagonal Tension ( Cont'd . ) In ribbed 139 1946 EDITION Sections 2616-2617.
... computed by formula Diagonal ( 5 ) : Tension v = V bjd ( 5 ) For beams of I or T section b ' shall be substituted for b in formula ( 15 ) . Shear and Diagonal Tension ( Cont'd . ) In ribbed 139 1946 EDITION Sections 2616-2617.
Page 140
... computed by formula ( 5 ) exceeds the shearing unit stress ( v . ) permitted on the concrete of an unreinforced web ( see Section 2613 ) , web reinforcement shall be provided to carry the excess . ( b ) Types of Web Reinforcement . Web ...
... computed by formula ( 5 ) exceeds the shearing unit stress ( v . ) permitted on the concrete of an unreinforced web ( see Section 2613 ) , web reinforcement shall be provided to carry the excess . ( b ) Types of Web Reinforcement . Web ...
Page 141
... computed by formula ( 5 ) ( in which d shall be taken as t1 -11⁄2 inches ) : ― 1. 0.03 f'c , when at least 50 per cent of the total negative reinforcement in the column strip passes directly over the column capital . 2. 0.025 f ' , when ...
... computed by formula ( 5 ) ( in which d shall be taken as t1 -11⁄2 inches ) : ― 1. 0.03 f'c , when at least 50 per cent of the total negative reinforcement in the column strip passes directly over the column capital . 2. 0.025 f ' , when ...
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