Uniform Building CodeInternational Conference of Building Officials, 1982 - Building laws |
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Page 286
... laminations and are intended primarily for members stressed in bending due to loads applied perpendicular to the wide faces of the laminations . Design values are tabulated , however , for loading both perpendicular and parallel to the ...
... laminations and are intended primarily for members stressed in bending due to loads applied perpendicular to the wide faces of the laminations . Design values are tabulated , however , for loading both perpendicular and parallel to the ...
Page 295
... laminations are used to obtain the design value for Fbxx shown in Column 16 , the compression perpendicular to grain value , FL , for the tension face may be increased to 450 psi for Douglas fir - larch and southern pine , and to 385 ...
... laminations are used to obtain the design value for Fbxx shown in Column 16 , the compression perpendicular to grain value , FL , for the tension face may be increased to 450 psi for Douglas fir - larch and southern pine , and to 385 ...
Page 296
... Laminations Loaded Perpendicular to Wide Faces of Laminations Extreme Fiber in Bending Tension Compression Compression Perpen- dicular to Grain Axially Loaded Compres- Extreme Compression Tension sion Species Zone Żone Modulus Fiber ...
... Laminations Loaded Perpendicular to Wide Faces of Laminations Extreme Fiber in Bending Tension Compression Compression Perpen- dicular to Grain Axially Loaded Compres- Extreme Compression Tension sion Species Zone Żone Modulus Fiber ...
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