Uniform Building Code |
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Page 284
... BENDING ABOUT Y - Y AXIS Loaded Parallel to Wide Faces of Laminations AXIALLY LOADED SPECIES X OUTER LAMI- COMBINA- NATIONS / TION CORE X SYMBOL LAMINA- TIONSS Extreme Fiber in Bending Compression Perpendicular Foxx to Grain Fc Lxx ...
... BENDING ABOUT Y - Y AXIS Loaded Parallel to Wide Faces of Laminations AXIALLY LOADED SPECIES X OUTER LAMI- COMBINA- NATIONS / TION CORE X SYMBOL LAMINA- TIONSS Extreme Fiber in Bending Compression Perpendicular Foxx to Grain Fc Lxx ...
Page 296
International Conference of Building Officials. Bending About X - X Axis Bending About Y - Y Axis Loaded Parallel to Wide Faces of the Laminations Loaded Perpendicular to Wide Faces of Laminations Extreme Fiber in Bending Tension ...
International Conference of Building Officials. Bending About X - X Axis Bending About Y - Y Axis Loaded Parallel to Wide Faces of the Laminations Loaded Perpendicular to Wide Faces of Laminations Extreme Fiber in Bending Tension ...
Page 297
... bending with load applied parallel to the wide faces of the laminations Compression Extreme Fiber in Bending Bending About X - X Axis Loaded Perpendicular to Wide Faces of Laminations Extreme Fiber in Bending 2 Lams to 15 in . deep ...
... bending with load applied parallel to the wide faces of the laminations Compression Extreme Fiber in Bending Bending About X - X Axis Loaded Perpendicular to Wide Faces of Laminations Extreme Fiber in Bending 2 Lams to 15 in . deep ...
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