Uniform Building Code |
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Page 484
... gauge . Flat steel sheets shall be not less than No. 30 galvanized sheet gauge . Flat nonferrous sheets and shingles shall be not less than No. 28 B. & S. gauge . Other ferrous sections or shapes shall be not less than No. 26 galvanized ...
... gauge . Flat steel sheets shall be not less than No. 30 galvanized sheet gauge . Flat nonferrous sheets and shingles shall be not less than No. 28 B. & S. gauge . Other ferrous sections or shapes shall be not less than No. 26 galvanized ...
Page 614
... gauge wire No. 8 gauge wire 16 " diameter , mild steel rod ' 32 " diameter , mild steel rod ' 1/4 " diameter , mild steel rod2 1 " x 6 " mild steel flats ' No. 12 gauge wire 12.5 16 18 20 22.5 25.0 Single Hangers Between Beams * 12 16 ...
... gauge wire No. 8 gauge wire 16 " diameter , mild steel rod ' 32 " diameter , mild steel rod ' 1/4 " diameter , mild steel rod2 1 " x 6 " mild steel flats ' No. 12 gauge wire 12.5 16 18 20 22.5 25.0 Single Hangers Between Beams * 12 16 ...
Page 618
... gauge 1/4 " head At Ribs At At At At 16 3/4 1 % Ribs Ribs Ribs Ribs 2 " No. 11 gauge At re " head , barbed Ribs TYPE OF LATH Diamond Mesh Expanded Metal Lath and Flat Rib Metal Lath NAILS 2 Type and Size 4d blued smooth box 11⁄2 No. 14 ...
... gauge 1/4 " head At Ribs At At At At 16 3/4 1 % Ribs Ribs Ribs Ribs 2 " No. 11 gauge At re " head , barbed Ribs TYPE OF LATH Diamond Mesh Expanded Metal Lath and Flat Rib Metal Lath NAILS 2 Type and Size 4d blued smooth box 11⁄2 No. 14 ...
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