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Page 154
... equal to the requirements set forth in U.B.C. Standard No. 24-8 , Grade LB when used for bearing walls or piers , or Grade LBX when exposed to the weather or soil ; or equal to the requirements set forth in U.B.C. Stan- dard No. 24-9 ...
... equal to the requirements set forth in U.B.C. Standard No. 24-8 , Grade LB when used for bearing walls or piers , or Grade LBX when exposed to the weather or soil ; or equal to the requirements set forth in U.B.C. Stan- dard No. 24-9 ...
Page 181
... equal to or less than t / 20 , the eccentricity coefficient C , shall be taken as 1.0 . Where the maximum virtual eccentricity e exceeds t / 20 but is equal to or less than 1/6 , C , shall be computed by the following formula : e Ce ...
... equal to or less than t / 20 , the eccentricity coefficient C , shall be taken as 1.0 . Where the maximum virtual eccentricity e exceeds t / 20 but is equal to or less than 1/6 , C , shall be computed by the following formula : e Ce ...
Page 422
... equal to the width of the cover plate when there is a continuous weld equal to or larger than three - fourths of the plate thickness across the end of the plate and continued welds along both edges of the cover plate in the length a ...
... equal to the width of the cover plate when there is a continuous weld equal to or larger than three - fourths of the plate thickness across the end of the plate and continued welds along both edges of the cover plate in the length a ...
Contents
Effective Use of the Uniform Building Code | 20 |
Permits and Inspections | 29 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
accordance additional allowable applied approved assembly bars beam bearing bending Building Official ceiling Chapter Code columns compression concrete conform considered construction continuous covered Decking determined diameter direction distance Division effective equal equipment exceed EXCEPTION Exits exterior walls face factor feet fire Fire Zone fire-resistive floor foot forces frame grade Grain greater Group grout height horizontal hour inches increased inspection installed joints lateral least length less limited live load load located masonry materials maximum mortar nails noncombustible Occupancies one-hour openings panel Parallel partitions percent permitted placed portion protected reinforcement resisting roof rooms Select Structural separated shear sheathing side solid space span Special specified specified in Section square feet steel story strength studs Surfaced Table tension tests thickness timber tion Type U.B.C. Standard unit unit stress values ventilation vertical wide width wood