Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 195
... Nails and Spikes . 1. Safe lateral strength . A common wire nail driven perpendicular to grain of the wood , when ... Nails driven parallel to grain of the wood shall not be allowed for resisting withdrawal forces . 3. Spacing and ...
... Nails and Spikes . 1. Safe lateral strength . A common wire nail driven perpendicular to grain of the wood , when ... Nails driven parallel to grain of the wood shall not be allowed for resisting withdrawal forces . 3. Spacing and ...
Page 579
... Nail base layer with 5d cooler nails at 8 " on center , face layer with 8d cooler nails at 8 " on center . Partition with Wallboard Each Side 7611 2 " x 4 " wood studs 24 " on center with % " Type " X " gypsum wallboard applied ...
... Nail base layer with 5d cooler nails at 8 " on center , face layer with 8d cooler nails at 8 " on center . Partition with Wallboard Each Side 7611 2 " x 4 " wood studs 24 " on center with % " Type " X " gypsum wallboard applied ...
Page 580
... nails 9 " on center . Face layer applied ver- 781 tically or horizontally and nailed with 8d cooler nails 7 " on center . For nail - adhesive application , base layers are nailed 6 " on center . Face layers applied with coating of ...
... nails 9 " on center . Face layer applied ver- 781 tically or horizontally and nailed with 8d cooler nails 7 " on center . For nail - adhesive application , base layers are nailed 6 " on center . Face layers applied with coating of ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection 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 panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear 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 tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength