Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 178
24 - K . K. Shear walls . ( i ) Eccentricity . In unreinforced shear walls , the virtual eccentricity e , about the principal axis which is normal to the length 1 of the shear wall shall not exceed an amount which will produce tension .
24 - K . K. Shear walls . ( i ) Eccentricity . In unreinforced shear walls , the virtual eccentricity e , about the principal axis which is normal to the length 1 of the shear wall shall not exceed an amount which will produce tension .
Page 349
The nominal shear stress for two - way action shall be computed by V Vu ob , d : ( 11-25 ) o in which V , and b , are taken at the critical section specified in Section 2611 ( k ) 2. The shear stress v . shall not exceed ve = 4 Vf " ...
The nominal shear stress for two - way action shall be computed by V Vu ob , d : ( 11-25 ) o in which V , and b , are taken at the critical section specified in Section 2611 ( k ) 2. The shear stress v . shall not exceed ve = 4 Vf " ...
Page 377
roughened ; minimum ties are provided in accordance with Section 2617 ( g ) ; web members are designed to resist the entire vertical shear ; and all stirrups are fully anchored into all intersecting components .
roughened ; minimum ties are provided in accordance with Section 2617 ( g ) ; web members are designed to resist the entire vertical shear ; and all stirrups are fully anchored into all intersecting components .
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Contents
Page | 14 |
Effective Use of the Uniform Building Code | 18 |
Definitions and Abbreviations | 38 |
Copyright | |
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accordance additional allowable applied approved assembly bars beam bearing bending bolts building official ceiling Chapter column compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined diameter direction distance Division doors edge effective equal equipment exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange floor foot forces Formula frame grade greater Group gypsum height horizontal inches inspection installed joints lateral least length less limited load located masonry materials maximum metal nails Occupancies openings parallel percent permitted placed plaster plate portion pounds protected ratio reinforcement resist roof Section Select separation shear side single slab space span specified square steel story strength stress Structural studs surface Table tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood