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Page 52
The area of any one - or two - story building of Group B and Group H , Division 5
Occupancies shall not be limited , if the building is provided with an approved
automatic fire - extinguishing system throughout , as specified in Chapter 38 , and
...
The area of any one - or two - story building of Group B and Group H , Division 5
Occupancies shall not be limited , if the building is provided with an approved
automatic fire - extinguishing system throughout , as specified in Chapter 38 , and
...
Page 166
Masonry shall be designed to withstand all vertical and horizontal loads as
specified in Chapter 23 , and with due allowance for the effect of eccentric loads .
( b ) Combination of Units . In walls or other structural members composed of
different ...
Masonry shall be designed to withstand all vertical and horizontal loads as
specified in Chapter 23 , and with due allowance for the effect of eccentric loads .
( b ) Combination of Units . In walls or other structural members composed of
different ...
Page 397
specified yield strength of hoop reinforcement , psi . h = largest core dimension of
rectangular tied column , inches . = Maximum design axial load on a column
during an earthquake . = ratio of nonprestressed tension reinforcement . p ' = =
ratio ...
specified yield strength of hoop reinforcement , psi . h = largest core dimension of
rectangular tied column , inches . = Maximum design axial load on a column
during an earthquake . = ratio of nonprestressed tension reinforcement . p ' = =
ratio ...
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Contents
Effective Use of the Uniform Building Code 2021 | 20 |
Permits and Inspections | 29 |
Definitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
accordance allowable applied approved assembly bars beam bearing bending bolts Building Official ceiling cement Chapter Code column compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined diameter direction distance Division doors edge effective equal exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange floor foot forces frame gauge grade Grain greater Group gypsum height horizontal hour inches installed joints lateral lath least length less limited load located lumber masonry materials maximum metal nails Occupancies openings panel parallel percent permitted placed plaster plate portion pounds protected ratio reinforcement resist roof Section Select separation shear side slab solid spaced 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 Zone