Uniform Building Code |
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Page 143
... direction Any direction 0.8 3. Exterior and interior ornamentations and appendages 4. When connected to , part of , or housed within a building : a . Penthouses , anchorage and supports for chimneys and stacks and tanks , in- cluding ...
... direction Any direction 0.8 3. Exterior and interior ornamentations and appendages 4. When connected to , part of , or housed within a building : a . Penthouses , anchorage and supports for chimneys and stacks and tanks , in- cluding ...
Page 175
... direction by the effective thickness t in the corresponding direction and shall not exceed the value computed by h ≤5 ( 19-2 ) Where walls or columns meet all other requirements of this code , limits on slenderness ratios may be waived ...
... direction by the effective thickness t in the corresponding direction and shall not exceed the value computed by h ≤5 ( 19-2 ) Where walls or columns meet all other requirements of this code , limits on slenderness ratios may be waived ...
Page 625
... Direction 24 8 12 Horizontal Either Direction 16 7 12 5 % Horizontal Perpendicular 24 7 12 Vertical Either Direction 24 8 12 192612 900 BOLAGE Nail or Screw Fastenings With Adhesives ( Maximum Center to Center in Inches ) 19 No. 13 ...
... Direction 24 8 12 Horizontal Either Direction 16 7 12 5 % Horizontal Perpendicular 24 7 12 Vertical Either Direction 24 8 12 192612 900 BOLAGE Nail or Screw Fastenings With Adhesives ( Maximum Center to Center in Inches ) 19 No. 13 ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
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 ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength