Uniform Building Code |
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Page 129
... Table No. 23 - A for floors and Table No. 23 - C ( either Method 1 or Method 2 ) for roofs shall be permitted in the design of columns , piers , walls , foun- dations , trusses , beams and flat slabs . Except for places of public ...
... Table No. 23 - A for floors and Table No. 23 - C ( either Method 1 or Method 2 ) for roofs shall be permitted in the design of columns , piers , walls , foun- dations , trusses , beams and flat slabs . Except for places of public ...
Page 196
... Tables No. 25 - A - 1 and No. 25 - A - 2 for lumber , and Tables No. 25 - C and No. 25 - D for structural glued - laminated timber . The values for F and F tabulated in Table No. 25 - A - 1 for visually stress - rated lumber and in Table ...
... Tables No. 25 - A - 1 and No. 25 - A - 2 for lumber , and Tables No. 25 - C and No. 25 - D for structural glued - laminated timber . The values for F and F tabulated in Table No. 25 - A - 1 for visually stress - rated lumber and in Table ...
Page 210
... Table No. 25 - J for horizontal diaphragms , and Table No. 25 - K for vertical diaphragms , or may be calculated by principles of mechanics without limitation by using values of nail strength and plywood shear values as specified ...
... Table No. 25 - J for horizontal diaphragms , and Table No. 25 - K for vertical diaphragms , or may be calculated by principles of mechanics without limitation by using values of nail strength and plywood shear values as specified ...
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