Uniform Building CodeInternational Conference of Building Officials, 1982 - Building laws |
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Page 269
... grading rules of the specific agency involved . It is therefore necessary that the grading rule agency be identified to properly correlate permitted design stresses with the grade mark . 13Utility grades of all species may be used only ...
... grading rules of the specific agency involved . It is therefore necessary that the grading rule agency be identified to properly correlate permitted design stresses with the grade mark . 13Utility grades of all species may be used only ...
Page 293
... Grade designations are as follows : Visually Graded Southern Pine L1 is L1 laminating grade ( dense for Douglas fir - larch ) . LID is L1 dense laminating grade for hem - fir . LICL is L1 close grain laminating grade . L2D is L2 laminating ...
... Grade designations are as follows : Visually Graded Southern Pine L1 is L1 laminating grade ( dense for Douglas fir - larch ) . LID is L1 dense laminating grade for hem - fir . LICL is L1 close grain laminating grade . L2D is L2 laminating ...
Page 603
... Grade A concrete , members 12 " x 12 " , or greater ( not including sandstone , granite and siliceous gravel ) . 11/2 1 1 1 4 Steel Columns Grade B concrete and Grade A concrete excluded above , members 6 " x 6 " or greater ! 3 2 1/2 1 ...
... Grade A concrete , members 12 " x 12 " , or greater ( not including sandstone , granite and siliceous gravel ) . 11/2 1 1 1 4 Steel Columns Grade B concrete and Grade A concrete excluded above , members 6 " x 6 " or greater ! 3 2 1/2 1 ...
Contents
0000228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved assembly bars beam bending bolts building official building or structure ceiling Chapter column compression members compressive strength computed concrete dead load Decking diameter distance doors edge exceed exit exterior walls Extreme Fiber factor fire fire-resistive construction flange flexural members foot Formula framing gauge girders grade Group grout gypsum height installed joints joists laminations length less live load located lumber masonry materials maximum minimum modulus of elasticity nails noncombustible occupant load openings panel percent permitted perpendicular plastic plate plywood portland cement pounds per square prestressing protected psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing slab space span specified in Section splices square feet square inch stairway steel studs surface Table tensile tensile stress tension tests thickness Type U.B.C. Standard values vertical welds width wire wood wood shingles yield strength