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Page 485
... gauge . Flat steel sheets shall be not less than No. 30 galvanized sheet gauge . Other ferrous sections or shapes shall be not less than No. 26 galvanized sheet gauge . Flat nonferrous sheets and shingles shall be not less than No. 28 B ...
... gauge . Flat steel sheets shall be not less than No. 30 galvanized sheet gauge . Other ferrous sections or shapes shall be not less than No. 26 galvanized sheet gauge . Flat nonferrous sheets and shingles shall be not less than No. 28 B ...
Page 563
... gauge wire . 13/4 1 % 1 18 Perlite or vermiculite gypsum plaster on metal lath applied to 34 " cold - rolled ... gauge wire and tied with doubled No. 18 gauge wire ties spaced 23 " on center . For three - coat work the plaster mix for ...
... gauge wire . 13/4 1 % 1 18 Perlite or vermiculite gypsum plaster on metal lath applied to 34 " cold - rolled ... gauge wire and tied with doubled No. 18 gauge wire ties spaced 23 " on center . For three - coat work the plaster mix for ...
Page 576
... gauge angle flanges and No. 7 gauge wire diagonals . " perforated gypsum lath attached to the studs each side with No. 12 gauge wire clips at horizontal and vertical joints . 1⁄2 " gyp- sum plaster applied each side mixed 1 : 2 by ...
... gauge angle flanges and No. 7 gauge wire diagonals . " perforated gypsum lath attached to the studs each side with No. 12 gauge wire clips at horizontal and vertical joints . 1⁄2 " gyp- sum plaster applied each side mixed 1 : 2 by ...
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