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Page 224
... Decking Decking 2000 1,800,000 Commercial Decking - 1650 = 1.700.000 ( Surfaced at 15 % max . m.c. and Dense Select Structural Dense Select Structural No. 1 1200 825 3838838 25-2 85. TABLE NO . 25 - A - 1 - ALLOWABLE UNIT STRESSES ...
... Decking Decking 2000 1,800,000 Commercial Decking - 1650 = 1.700.000 ( Surfaced at 15 % max . m.c. and Dense Select Structural Dense Select Structural No. 1 1200 825 3838838 25-2 85. TABLE NO . 25 - A - 1 - ALLOWABLE UNIT STRESSES ...
Page 225
... Decking Decking 1900 - Commercial Decking 1600 = 1,400,000 1,300,000 Selected Decking Decking 2050 Commercial Decking 1750 ( Stresses for Decking apply at 15 % moisture content ) 1,500,000 1,300,000 ( Continued ) 225 MODULUS TABLE NO ...
... Decking Decking 1900 - Commercial Decking 1600 = 1,400,000 1,300,000 Selected Decking Decking 2050 Commercial Decking 1750 ( Stresses for Decking apply at 15 % moisture content ) 1,500,000 1,300,000 ( Continued ) 225 MODULUS TABLE NO ...
Page 232
... Decking Decking 1600 1,500,000 Commercial Decking 1350 1,400,000 -recentpa Selected Decking Decking 1700 ( Surfaced at 15 % max . m.c. and 1,600,000 1000 Commercial Decking 1450 used at 15 % max . m.c. ) 1,400,000 Select Decking 1350 ...
... Decking Decking 1600 1,500,000 Commercial Decking 1350 1,400,000 -recentpa Selected Decking Decking 1700 ( Surfaced at 15 % max . m.c. and 1,600,000 1000 Commercial Decking 1450 used at 15 % max . m.c. ) 1,400,000 Select Decking 1350 ...
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