Uniform Building Code |
From inside the book
Results 1-3 of 85
Page 221
... greater than 40 percent of the width of the stud is permitted in nonbearing partitions supporting no loads other than the weight of the partition . 11. Bored holes . A hole not greater in diameter than 40 percent of the stud width may ...
... greater than 40 percent of the width of the stud is permitted in nonbearing partitions supporting no loads other than the weight of the partition . 11. Bored holes . A hole not greater in diameter than 40 percent of the stud width may ...
Page 437
... greater odd 6 inch , nor greater than two and one - fourth times the thickness of the weld metal . The minimum center - to - center spacing of plug welds shall be four times the diameter of the hole . The length of slot for a slot weld ...
... greater odd 6 inch , nor greater than two and one - fourth times the thickness of the weld metal . The minimum center - to - center spacing of plug welds shall be four times the diameter of the hole . The length of slot for a slot weld ...
Page 558
... greater ( not including 2 11/2 1 3 Grade A concrete , members 12 " x 12 " or greater ( not including 12 sandstone , granite and siliceous gravel ) ' 1 1 4 Steel Columns Grade B concrete and Grade A concrete excluded above , members 3 6 ...
... greater ( not including 2 11/2 1 3 Grade A concrete , members 12 " x 12 " or greater ( not including 12 sandstone , granite and siliceous gravel ) ' 1 1 4 Steel Columns Grade B concrete and Grade A concrete excluded above , members 3 6 ...
Contents
Effective Use of the Uniform Building Code | 20 |
Permits and Inspections | 29 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
88 other sections not shown
Other editions - View all
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