Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 225
... Decking 1450 1000 85 950 85 2000 1650 = 385 1150 1,600,000 455 1200 1,700,000 25-2 ( See footnotes 385 = 385 ... Decking Decking 1900 - - 1,400,000 Commercial Decking - 1600 1,300,000 Selected Decking Decking 2050 Commercial Decking 1750 ...
... Decking 1450 1000 85 950 85 2000 1650 = 385 1150 1,600,000 455 1200 1,700,000 25-2 ( See footnotes 385 = 385 ... Decking Decking 1900 - - 1,400,000 Commercial Decking - 1600 1,300,000 Selected Decking Decking 2050 Commercial Decking 1750 ...
Page 234
... Decking Decking 1450 Commercial Decking = 1200 = 1,300,000 1,200,000 Selected Decking Decking 1550 ( Surfaced at 15 % max . m.c. and 1,400,000 Commercial Decking 1300 used at 15 % max . m.c. ) 1,200,000 Selected Decking Decking ...
... Decking Decking 1450 Commercial Decking = 1200 = 1,300,000 1,200,000 Selected Decking Decking 1550 ( Surfaced at 15 % max . m.c. and 1,400,000 Commercial Decking 1300 used at 15 % max . m.c. ) 1,200,000 Selected Decking Decking ...
Page 235
International Conference of Building Officials. Selected Decking Decking 1,300,000 236 ALLOWABLE UNIT STRESSES IN POUNDS PER SQUARE INCH MOUNTAIN. MOUNTAIN HEMLOCK ( Surfaced dry or surfaced green . Used at 19 % max . m.c. ) Select ...
International Conference of Building Officials. Selected Decking Decking 1,300,000 236 ALLOWABLE UNIT STRESSES IN POUNDS PER SQUARE INCH MOUNTAIN. MOUNTAIN HEMLOCK ( Surfaced dry or surfaced green . Used at 19 % max . m.c. ) Select ...
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 STRESSES applied approved axial bars beam bending bolts building official building or structure ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER flange flexural footnotes Formula framing girders grade Group grout gypsum height inches on center installed joints joists 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 Parallel to Grain partitions percent permitted plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural Selected Decking shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch stairway steel strength studs Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength