Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 328
Deflections shall be computed taking into account the size and shape of the panel , the conditions of support and the nature of restraints at the panel edges . For such computations , the modulus of elasticity of the concrete shall be ...
Deflections shall be computed taking into account the size and shape of the panel , the conditions of support and the nature of restraints at the panel edges . For such computations , the modulus of elasticity of the concrete shall be ...
Page 335
In frames not braced against sidesway , the value of d shall be computed for the entire story assuming all columns to be loaded . In Formula ( 10-5 ) , P , and P shall be taken as the summation of EP , and EP for all of the columns in ...
In frames not braced against sidesway , the value of d shall be computed for the entire story assuming all columns to be loaded . In Formula ( 10-5 ) , P , and P shall be taken as the summation of EP , and EP for all of the columns in ...
Page 394
Length of required anchorage shall be computed beginning at the near face of the column . Length of anchorage in confined regions , including hook and vertical extension , shall be not less than 56 percent of the development length ...
Length of required anchorage shall be computed beginning at the near face of the column . Length of anchorage in confined regions , including hook and vertical extension , shall be not less than 56 percent of the development length ...
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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