Uniform Building Code |
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Page 130
... pounds per square foot . The required live load may be reduced in accordance with the formula in Section 2306 ... pounds per square foot applied perpendicular to the walls . The deflection of such walls under a load of five pounds per ...
... pounds per square foot . The required live load may be reduced in accordance with the formula in Section 2306 ... pounds per square foot applied perpendicular to the walls . The deflection of such walls under a load of five pounds per ...
Page 142
... ( Pounds per Square Foot Unless Otherwise Noted ) 1. Construction , Walkway See Sec . public access at 4406 150 site ... Pounds per lineal foot . ' Lateral sway bracing loads of 24 pounds per foot parallel and 10 pounds per foot ...
... ( Pounds per Square Foot Unless Otherwise Noted ) 1. Construction , Walkway See Sec . public access at 4406 150 site ... Pounds per lineal foot . ' Lateral sway bracing loads of 24 pounds per foot parallel and 10 pounds per foot ...
Page 617
... pounds , No. 16 gauge , 2 " x 2 " 1.4 pounds , No. 18 gauge , 1 " x 1 " 6 1.4 pounds , No. 17 gauge , 12 ' Hexagonal® 1.4 pounds , No. 18 gauge , 1 " Hexagonal6 ' Contact or furred ceilings only . May not be used in suspended ceilings ...
... pounds , No. 16 gauge , 2 " x 2 " 1.4 pounds , No. 18 gauge , 1 " x 1 " 6 1.4 pounds , No. 17 gauge , 12 ' Hexagonal® 1.4 pounds , No. 18 gauge , 1 " Hexagonal6 ' Contact or furred ceilings only . May not be used in suspended ceilings ...
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 bars beam bending bolts Building Official building or structure ceiling Code column compression compression members concrete conform dead load diameter diaphragms Division 1 Occupancies enclosure exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural floor area frame 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 partitions percent permitted plaster plastic plywood portland cement pounds per square prestressing protected reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section square feet square inch stairway steel strength studs surface Table tension tests thickness tion U.B.C. Standard values ventilation vertical water closet welds width wire wood yield strength