Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 124
... pounds per cubic foot and having a depth equal to that of the retained earth ... square foot of 0.75 times the fully loaded weight of the helicopter if it is ... pounds per square foot . The required live load may be reduced in accordance ...
... pounds per cubic foot and having a depth equal to that of the retained earth ... square foot of 0.75 times the fully loaded weight of the helicopter if it is ... pounds per square foot . The required live load may be reduced in accordance ...
Page 476
... pounds per square inch for piles up to 30 feet in length , 550 pounds per square inch for piles up to 50 feet in length , and 700 pounds per square inch for piles greater than 50 feet in length . The compressive stress in the concrete ...
... pounds per square inch for piles up to 30 feet in length , 550 pounds per square inch for piles up to 50 feet in length , and 700 pounds per square inch for piles greater than 50 feet in length . The compressive stress in the concrete ...
Page 486
... pounds per square for spot mop- ping ) , or not less than 11⁄2 gallons of cold bituminous compound in ac- cordance with manufacturer's published specifications , or 30 pounds per square of coal tar pitch . Over approved nailable decks ...
... pounds per square for spot mop- ping ) , or not less than 11⁄2 gallons of cold bituminous compound in ac- cordance with manufacturer's published specifications , or 30 pounds per square of coal tar pitch . Over approved nailable decks ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
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 column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER flange flexural footnotes Formula framing girders grade Group grout gypsum height inches on center installed joints joists least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain partitions percent permitted plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural Selected Decking shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch stairway steel strength studs Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength