Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 178
Where the maximum virtual eccentricity e exceeds t / 3 , the maximum tensile stress in the masonry , assuming linear stress distribution , shall not exceed the values given in Table No. 24 - K . Where these values are exceeded ...
Where the maximum virtual eccentricity e exceeds t / 3 , the maximum tensile stress in the masonry , assuming linear stress distribution , shall not exceed the values given in Table No. 24 - K . Where these values are exceeded ...
Page 183
Compression - Flexural 0.33 f'm but not to exceed 900 т 0.166 f'm but not to exceed 450 т 1.1Vf . 50 Max . 25 .9Vf'm 34 Max . 2.0Vf'm 50 Max . 17 25 4. Shear : a . No shear reinforcement , Flexural ? Shear walls M / V21 M / Vd = 0 b .
Compression - Flexural 0.33 f'm but not to exceed 900 т 0.166 f'm but not to exceed 450 т 1.1Vf . 50 Max . 25 .9Vf'm 34 Max . 2.0Vf'm 50 Max . 17 25 4. Shear : a . No shear reinforcement , Flexural ? Shear walls M / V21 M / Vd = 0 b .
Page 185
or less exceed 28 exceed 56 On full area 0.125 I'm 0.25 On one - third area I'm 0.188 f'm 0.375 $ ' m 6. Modulus of Elasticityø Em 500 f'm but not to 1000 f'm but not to exceed 1,500,000 psi exceed 3,000,000 psi 7.
or less exceed 28 exceed 56 On full area 0.125 I'm 0.25 On one - third area I'm 0.188 f'm 0.375 $ ' m 6. Modulus of Elasticityø Em 500 f'm but not to 1000 f'm but not to exceed 1,500,000 psi exceed 3,000,000 psi 7.
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Contents
Page | 14 |
Effective Use of the Uniform Building Code | 18 |
Definitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
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