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Page 110
... pounds per square foot or more and the provisions of Section 2305 ( d ) are met . ( c ) Unbalanced Loading ... pounds per square foot may be reduced for each degree of pitch over 20 degrees by R , as determined by the following formula ...
... pounds per square foot or more and the provisions of Section 2305 ( d ) are met . ( c ) Unbalanced Loading ... pounds per square foot may be reduced for each degree of pitch over 20 degrees by R , as determined by the following formula ...
Page 529
International Conference of Building Officials. 3. The design f ' , shall not exceed 5000 pounds per square inch and the ratio of metal yield strength shall be not less than 6 . 4. The pile diameter is not greater than 16 inches . ( d ) ...
International Conference of Building Officials. 3. The design f ' , shall not exceed 5000 pounds per square inch and the ratio of metal yield strength shall be not less than 6 . 4. The pile diameter is not greater than 16 inches . ( d ) ...
Page 675
... pounds per foot , hot - rolled channel 2 " -1.26 pounds per foot , hot - rolled channel 2 " .59 pound per foot , cold - rolled channel 11⁄2 " x 12 " x 1 " angle 2'0 ... WEIGHT ( Per Square Yard ) Solid Plaster Wood. 675 1985 EDITION 47 - A.
... pounds per foot , hot - rolled channel 2 " -1.26 pounds per foot , hot - rolled channel 2 " .59 pound per foot , cold - rolled channel 11⁄2 " x 12 " x 1 " angle 2'0 ... WEIGHT ( Per Square Yard ) Solid Plaster Wood. 675 1985 EDITION 47 - A.
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved atrium axial load bars beam bolts building official building or structure column comply compression members concrete conform dead load deflection diameter diaphragms Division 1 Occupancies exceed exit exterior walls extreme fiber factor Fire Code floor area Formula framing girders grade Group H grout height horizontal shear inspection installed joints joists laminations lateral forces length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard partitions percent permitted perpendicular plywood portion pounds per square prestressing protected psi psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud Table tensile tensile stress tension thickness U.B.C. Standard vertical welds width wood yield strength