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 227
... Select Decking 1250 1450 1,400,000 Commercial 1050 1200 1,200,000 227 ( Continued ) ALLOWABLE UNIT STRESSES IN POUNDS PER SQUARE INCH EASTERN WHITE. Select Structural Beams and 1450 850 85 No. 1 Stringers 1200 = 600 85 Select Structural ...
... Select Decking 1250 1450 1,400,000 Commercial 1050 1200 1,200,000 227 ( Continued ) ALLOWABLE UNIT STRESSES IN POUNDS PER SQUARE INCH EASTERN WHITE. Select Structural Beams and 1450 850 85 No. 1 Stringers 1200 = 600 85 Select Structural ...
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