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Page 284
... Perpendicular Foxx to Grain Fc Lxx Tension Compression Extreme Compression Zone Zone Horizontal Modulus of Fiber in Perpendicular Horizontal Modulus of Tension Parallel Compression Modulus Compression Bending6 18 Parallel to Grain of ...
... Perpendicular Foxx to Grain Fc Lxx Tension Compression Extreme Compression Zone Zone Horizontal Modulus of Fiber in Perpendicular Horizontal Modulus of Tension Parallel Compression Modulus Compression Bending6 18 Parallel to Grain of ...
Page 286
... perpendicular to the wide faces of the laminations . Design values are tabulated , however , for loading both perpendicular and parallel to the wide faces of the laminations . For combinations and design values applicable to members ...
... perpendicular to the wide faces of the laminations . Design values are tabulated , however , for loading both perpendicular and parallel to the wide faces of the laminations . For combinations and design values applicable to members ...
Page 296
... Perpendicular to Wide Faces of Laminations Extreme Fiber in Bending Tension Compression Compression Perpen- dicular to Grain Axially Loaded Compres- Extreme Compression Tension sion Outer Species Combi- Laminations / in Tension5 Zone ...
... Perpendicular to Wide Faces of Laminations Extreme Fiber in Bending Tension Compression Compression Perpen- dicular to Grain Axially Loaded Compres- Extreme Compression Tension sion Outer Species Combi- Laminations / in Tension5 Zone ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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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