Uniform Building Code |
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Page 130
... foot of 0.75 times the fully loaded weight of the helicopter if it is equipped with hydraulic type shock absorbers ... foot . The required live load may be reduced in accordance with the formula in Section 2306 . Walls and Structural ...
... foot of 0.75 times the fully loaded weight of the helicopter if it is equipped with hydraulic type shock absorbers ... foot . The required live load may be reduced in accordance with the formula in Section 2306 . Walls and Structural ...
Page 142
... foot . ' Lateral sway bracing loads of 24 pounds per foot parallel and 10 pounds per foot perpendicular to seat and footboards . ' All loads are in pounds per lineal foot . Head block wells and sheave beams shall be designed for all ...
... foot . ' Lateral sway bracing loads of 24 pounds per foot parallel and 10 pounds per foot perpendicular to seat and footboards . ' All loads are in pounds per lineal foot . Head block wells and sheave beams shall be designed for all ...
Page 143
... foot to be applied horizontally at right angles to the top rail . 10 Vertical members of storage racks shall be ... foot . Arch or dome with rise less than one - eighth of span 2. Rise 4 inches per foot to less than 12 inches per foot ...
... foot to be applied horizontally at right angles to the top rail . 10 Vertical members of storage racks shall be ... foot . Arch or dome with rise less than one - eighth of span 2. Rise 4 inches per foot to less than 12 inches per foot ...
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