Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 225
... Decking T 1,800,000 2 through 9 and 11 ) 1450 1650 385 DOUGLAS FIR SOUTH ( Surfaced dry or surfaced green . Used at ... Decking 1900 Commercial Decking = 1,400,000 1600 = 1,300,000 Selected Decking Decking 2050 ( Stresses for Decking ...
... Decking T 1,800,000 2 through 9 and 11 ) 1450 1650 385 DOUGLAS FIR SOUTH ( Surfaced dry or surfaced green . Used at ... Decking 1900 Commercial Decking = 1,400,000 1600 = 1,300,000 Selected Decking Decking 2050 ( Stresses for Decking ...
Page 234
... Decking Decking 1450 - 1,300,000 Commercial Decking = 1200 = = 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 thick 1,100,000 1,000,000 4 ...
... Decking Decking 1450 - 1,300,000 Commercial Decking = 1200 = = 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 thick 1,100,000 1,000,000 4 ...
Page 235
... Decking 1400 1,100,000 ( Continued ) ( Normal loading . See also Section 2504 ) ALLOWABLE. Beiccted Becking Commercial Decking Selected Decking Commercial Decking Decking 1550 1300 m.c. and m.c. ) ( Surfaced at 15 % max . used at 15 ...
... Decking 1400 1,100,000 ( Continued ) ( Normal loading . See also Section 2504 ) ALLOWABLE. Beiccted Becking Commercial Decking Selected Decking Commercial Decking Decking 1550 1300 m.c. and m.c. ) ( Surfaced at 15 % max . used at 15 ...
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 stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection 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 panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear 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 tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength