Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 143
23 - J - HORIZONTAL FORCE FACTOR CE FOR ELEMENTS OF STRUCTURES AND NONSTRUCTURAL COMPONENTS DIRECTION OF HORI ZONTAL FORCE PART OR PORTION OF BUILDINGS VALUE OF Cp ' 0.36 1. Exterior bearing and nonbearing walls , interior bearing walls ...
23 - J - HORIZONTAL FORCE FACTOR CE FOR ELEMENTS OF STRUCTURES AND NONSTRUCTURAL COMPONENTS DIRECTION OF HORI ZONTAL FORCE PART OR PORTION OF BUILDINGS VALUE OF Cp ' 0.36 1. Exterior bearing and nonbearing walls , interior bearing walls ...
Page 175
The slenderness ratio of a column shall be the greater value obtained by dividing the effective height h in any direction by the effective thickness t in the corresponding direction and shall not exceed the value computed by 135 ( - ) .
The slenderness ratio of a column shall be the greater value obtained by dividing the effective height h in any direction by the effective thickness t in the corresponding direction and shall not exceed the value computed by 135 ( - ) .
Page 387
Such reinforcement , assumed to act at the middle surface of the shell , may be placed either parallel to the lines of principal tensile stress or in two or three directions in straight lines . In the regions of high tension ...
Such reinforcement , assumed to act at the middle surface of the shell , may be placed either parallel to the lines of principal tensile stress or in two or three directions in straight lines . In the regions of high tension ...
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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