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Page 295
... tension face may be increased to 450 psi for Douglas fir - larch and southern pine , and to 385 psi for hem - fir because the tension laminations are required to be dense . 12Combinations 47 , 48 , 49 and 50 have more restrictive slope ...
... tension face may be increased to 450 psi for Douglas fir - larch and southern pine , and to 385 psi for hem - fir because the tension laminations are required to be dense . 12Combinations 47 , 48 , 49 and 50 have more restrictive slope ...
Page 296
... Tension Compression Compression Perpen- dicular to Grain Axially Loaded Compres- Extreme Compression Tension sion Outer Species Combi- Laminations / in Tension5 Zone Zone Modulus Fiber Perpendicular Modulus Parallel Parallel Modulus ...
... Tension Compression Compression Perpen- dicular to Grain Axially Loaded Compres- Extreme Compression Tension sion Outer Species Combi- Laminations / in Tension5 Zone Zone Modulus Fiber Perpendicular Modulus Parallel Parallel Modulus ...
Page 371
... tension reinforcement , square inches . A Aps = total area of longitudinal reinforcement to resist torsion , square inches . = area of prestressed reinforcement in tension zone , square inches . A , = area of nonprestressed tension ...
... tension reinforcement , square inches . A Aps = total area of longitudinal reinforcement to resist torsion , square inches . = area of prestressed reinforcement in tension zone , square inches . A , = area of nonprestressed tension ...
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