Uniform Building Code |
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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
... nails . Approved metal fastener grips used with nails at vertical butt joints along studs . 4 % 83 Wood Studs- Interior Partition with ก พร .. LEN 2 " x 4 " wood studs 16 " on center with two layers " regular gyp- EXO sum wallboard each ...
... nails . Approved metal fastener grips used with nails at vertical butt joints along studs . 4 % 83 Wood Studs- Interior Partition with ก พร .. LEN 2 " x 4 " wood studs 16 " on center with two layers " regular gyp- EXO sum wallboard each ...
Page 625
... nails by two edges of metal , the nails shall be not less than % -inch longer than the wallboard thickness , and shall have ringed shanks . Where the metal framing has a nailing groove formed to receive the nails , the nails shall have ...
... nails by two edges of metal , the nails shall be not less than % -inch longer than the wallboard thickness , and shall have ringed shanks . Where the metal framing has a nailing groove formed to receive the nails , the nails shall have ...
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