Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 224
... Select Structural Select Structural Dense No. 1 Stringers12 Dense Select Structural Select Structural Dense No. 1 1,700,000 ( See footnotes 1,600,000 2 through 9 ) 1,600,000 Select Dex Decking 1750 2000 385 1,800,000 Commercial Dex 1450 ...
... Select Structural Select Structural Dense No. 1 Stringers12 Dense Select Structural Select Structural Dense No. 1 1,700,000 ( See footnotes 1,600,000 2 through 9 ) 1,600,000 Select Dex Decking 1750 2000 385 1,800,000 Commercial Dex 1450 ...
Page 226
... Select Structural 1800 2050 1050 85 365 1350 1,300,000 No. 1 1500 1750 900 85 365 1050 1,300,000 No. 2 2 " to 4 " 1250 1450 725 85 365 850 1,100,000 No. 3 thick 700 800 400 85 365 525 1,000,000 Appearance 2 " to 4 " 1300 1500 875 85 365 ...
... Select Structural 1800 2050 1050 85 365 1350 1,300,000 No. 1 1500 1750 900 85 365 1050 1,300,000 No. 2 2 " to 4 " 1250 1450 725 85 365 850 1,100,000 No. 3 thick 700 800 400 85 365 525 1,000,000 Appearance 2 " to 4 " 1300 1500 875 85 365 ...
Page 235
... Select Structural Commercial 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 ...
... Select Structural Commercial 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 ...
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