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- See reviewing stands boards 1202 footnote and bleachers 3 ( live load ) 3. Stage accesso- ries , see Sec ... foot . ' Lateral sway bracing loads of 24 pounds per foot parallel and 10 pounds per foot perpendicular to seat and ...
... foot- See reviewing stands boards 1202 footnote and bleachers 3 ( live load ) 3. Stage accesso- ries , see Sec ... foot . ' Lateral sway bracing loads of 24 pounds per foot parallel and 10 pounds per foot perpendicular to seat and ...
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 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts Building Official building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength