Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 131
tion of the lateral forces in structures which have highly irregular shapes , large differences in lateral resistance or stiffness between adjacent stories , or other unusual structural features , shall be determined considering the ...
tion of the lateral forces in structures which have highly irregular shapes , large differences in lateral resistance or stiffness between adjacent stories , or other unusual structural features , shall be determined considering the ...
Page 268
... 15 or more 300 380 1 : 8 1 : 8 300 300 1 : 8 1 : 8 680 730 1:10 1:10 800,000 1 2 - TABLE NO . 25 - F -. EXTREME FIBER IN BENDING TENSION PARALLEL TO GRAIN COMPRESSION PARALLEL TO GRAIN MODULUS OF ELASTICITY ( E ) COMBINA TION SYMBOL ...
... 15 or more 300 380 1 : 8 1 : 8 300 300 1 : 8 1 : 8 680 730 1:10 1:10 800,000 1 2 - TABLE NO . 25 - F -. EXTREME FIBER IN BENDING TENSION PARALLEL TO GRAIN COMPRESSION PARALLEL TO GRAIN MODULUS OF ELASTICITY ( E ) COMBINA TION SYMBOL ...
Page 525
See Section 3302 for basement exit requirements . See Section 1213 for access to buildings and facilities in hotels and apartments . ' This table shall not be used to determine working space requirements per person . mas tion 8254 ( ma ...
See Section 3302 for basement exit requirements . See Section 1213 for access to buildings and facilities in hotels and apartments . ' This table shall not be used to determine working space requirements per person . mas tion 8254 ( ma ...
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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