Uniform Building Code |
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Page 147
... direction 1.00 0.202 Any direction 0.202 3 0.202 4 0.504 5 Any direction 0.12 6. Suspended ceiling framing systems ( Ap- plies to Seismic Zones Nos . 2 , 3 and 4 only ) Any direction 0.206 7. Floors and roofs acting as diaphragms 8 ...
... direction 1.00 0.202 Any direction 0.202 3 0.202 4 0.504 5 Any direction 0.12 6. Suspended ceiling framing systems ( Ap- plies to Seismic Zones Nos . 2 , 3 and 4 only ) Any direction 0.206 7. Floors and roofs acting as diaphragms 8 ...
Page 180
... direction at the next higher floor level . Where a column is provided with lateral support in the directions of both principal axes at the bottom and in the direction of one principal axis at the top , its effective height relative to ...
... direction at the next higher floor level . Where a column is provided with lateral support in the directions of both principal axes at the bottom and in the direction of one principal axis at the top , its effective height relative to ...
Page 623
... Direction 24 8 12 Horizontal Either Direction 16 7 12 5/8 Horizontal Perpendicular 24 7 12 Vertical Either Direction 24 8 12 Nail or Screw Fastenings With Adhesives ( Maximum Center to Center in Inches ) No. 13 gauge , 1 % " long , % 4 ...
... Direction 24 8 12 Horizontal Either Direction 16 7 12 5/8 Horizontal Perpendicular 24 7 12 Vertical Either Direction 24 8 12 Nail or Screw Fastenings With Adhesives ( Maximum Center to Center in Inches ) No. 13 gauge , 1 % " long , % 4 ...
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