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Page 229
... Select Decking 2 " thick 1450 1700 1,400,000 1,100,000 Commercial Decking 6 " & wider 1200 1350 1,000,000 25-7 2 , 5 ... Select Structural 1300 1500 850 65 No. 1 2 " to 4 " 1100 1250 725 No. 2 thick 900 1050 475 No. 3 and Stud 5 " and ...
... Select Decking 2 " thick 1450 1700 1,400,000 1,100,000 Commercial Decking 6 " & wider 1200 1350 1,000,000 25-7 2 , 5 ... Select Structural 1300 1500 850 65 No. 1 2 " to 4 " 1100 1250 725 No. 2 thick 900 1050 475 No. 3 and Stud 5 " and ...
Page 232
... Select Structural Dense No. 1 Timbers 12 1400 950 85 455 1200 1,700,000 No. 1 1200 825 85 385 1000 1,600,000 Select Dex Decking 1750 2000 385 1,800,000 Commercial Dex 1450 1650 385 1,700,000 Dense Select Structural 1900 1250 85 455 1300 ...
... Select Structural Dense No. 1 Timbers 12 1400 950 85 455 1200 1,700,000 No. 1 1200 825 85 385 1000 1,600,000 Select Dex Decking 1750 2000 385 1,800,000 Commercial Dex 1450 1650 385 1,700,000 Dense Select Structural 1900 1250 85 455 1300 ...
Page 233
International Conference of Building Officials. Dense No. 1 Stringers Dense Select Structural Select Structural 1,700,000 Commercial 1,700,000 Select Structural Select Structural Beams and 1550 1050 85 335 1000 1,200,000 No. 1 Stringers ...
International Conference of Building Officials. Dense No. 1 Stringers Dense Select Structural Select Structural 1,700,000 Commercial 1,700,000 Select Structural Select Structural Beams and 1550 1050 85 335 1000 1,200,000 No. 1 Stringers ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
accordance with Section applied approved bars beam bending bolts building official building or structure ceiling Chapter column compression members computed concrete dead load Decking diameter distance Division 1 Occupancies doors exceed exit exterior walls extreme fiber factor fire-resistive construction fire-resistive rating flange Formula framing gauge girders grade grain Group grout gypsum gypsum plaster height horizontal installed joints joists laminations length less live load located masonry materials maximum minimum modulus of elasticity nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels permitted perpendicular plastic plywood portland cement pounds per square prestressing protected ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel studs surface Table tensile stress tension tests thickness Type U.B.C. Standard units at least values vertical welds width wire wood yield strength