Uniform Building Code |
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Page 127
... pounds per square foot per degree of pitch over 20 degrees . S = Total snow load in pounds per square foot . ( e ) Special - purpose Roofs . Roofs to be used for special purposes shall be designed for appropriate loads as approved by ...
... pounds per square foot per degree of pitch over 20 degrees . S = Total snow load in pounds per square foot . ( e ) Special - purpose Roofs . Roofs to be used for special purposes shall be designed for appropriate loads as approved by ...
Page 521
... 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 659
... pounds per foot , hot - rolled channel 2 " 59 pound per foot , cold - rolled channel 11⁄2 " x 12 " x 1 " angle 2'0 ... pounds per square foot , including light fixtures and all ceiling - supported equipment and conforming to U.B.C. ...
... pounds per foot , hot - rolled channel 2 " 59 pound per foot , cold - rolled channel 11⁄2 " x 12 " x 1 " angle 2'0 ... pounds per square foot , including light fixtures and all ceiling - supported equipment and conforming to U.B.C. ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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accordance with Section applied approved bars beam bending bolts building official building or structure ceiling Chapter column compression members computed concrete dead load Decking diameter distance Division 1 Occupancies doors exceed exit exterior walls extreme fiber factor fire-resistive construction fire-resistive rating flange Formula framing gauge girders grade grain Group grout gypsum gypsum plaster height horizontal installed joints joists laminations length less live load located masonry materials maximum minimum modulus of elasticity nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels permitted perpendicular plastic plywood portland cement pounds per square prestressing protected ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel studs surface Table tensile stress tension tests thickness Type U.B.C. Standard units at least values vertical welds width wire wood yield strength