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. 11 gauge , 2 " x 2 " 1.4 pounds , No. 16 gauge , 2 " x 2 " 1.4 pounds , No. 18 gauge , 1 " x 1 " 6 24 24 24 24 24 16 16 16 16 16 163 1 Woven3 1.4 pounds , No. 17 gauge , 11⁄2 " Hexagonal® 1.4 pounds , No. 18 gauge , 1 ...
... pounds , No. 11 gauge , 2 " x 2 " 1.4 pounds , No. 16 gauge , 2 " x 2 " 1.4 pounds , No. 18 gauge , 1 " x 1 " 6 24 24 24 24 24 16 16 16 16 16 163 1 Woven3 1.4 pounds , No. 17 gauge , 11⁄2 " Hexagonal® 1.4 pounds , No. 18 gauge , 1 ...
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