Uniform Building Code |
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Page 232
... 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 ...
... 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 293
... structural , structural joists and planks , or structural light framing grade ( dense ) . SS is select structural , structural joists and planks , or structural light framing grade ( medium grain for Douglas fir - larch ) . NID is dense ...
... structural , structural joists and planks , or structural light framing grade ( dense ) . SS is select structural , structural joists and planks , or structural light framing grade ( medium grain for Douglas fir - larch ) . NID is dense ...
Page 369
... structural steel core . A composite member with spirally reinforced concrete around a structural steel core shall conform to the following : с A. Specified compressive strength of concrete f ' shall be not less than 2500 psi . B. Design ...
... structural steel core . A composite member with spirally reinforced concrete around a structural steel core shall conform to the following : с A. Specified compressive strength of concrete f ' shall be not less than 2500 psi . B. Design ...
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