Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 187
The symbols used in this chapter have the following definitions : A = b C C. - area of cross section . breadth ( width ) of rectangular member . coefficient , constant or factor . = curvature factor . = size effect factor . form factor ...
The symbols used in this chapter have the following definitions : A = b C C. - area of cross section . breadth ( width ) of rectangular member . coefficient , constant or factor . = curvature factor . = size effect factor . form factor ...
Page 201
Size factor for beams . When the depth of a rectangular beam is 12 inches or greater , the allowable unit stress in bending F , shall be multiplied by the size factor as determined by the formula : % CF = ( 12 / d ) WHERE : CF = size ...
Size factor for beams . When the depth of a rectangular beam is 12 inches or greater , the allowable unit stress in bending F , shall be multiplied by the size factor as determined by the formula : % CF = ( 12 / d ) WHERE : CF = size ...
Page 202
Form Factors Sec . 2512. The allowable unit flexural stresses in nonprismatic members shall not exceed the value established by multiplying such stress by the form factor determined as follows : Beam Section Form Factor ( Cf ) Circular ...
Form Factors Sec . 2512. The allowable unit flexural stresses in nonprismatic members shall not exceed the value established by multiplying such stress by the form factor determined as follows : Beam Section Form Factor ( Cf ) Circular ...
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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