Uniform Building Code |
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Page 192
... parallel to grain . = allowable unit stress in compression parallel to grain adjusted for l / d ratio where d is the least dimension . fc = actual unit stress in compression parallel to grain . fcl F n F. F fr rc fre F rt fre F t ...
... parallel to grain . = allowable unit stress in compression parallel to grain adjusted for l / d ratio where d is the least dimension . fc = actual unit stress in compression parallel to grain . fcl F n F. F fr rc fre F rt fre F t ...
Page 288
... parallel to the wide faces of the laminations Loaded Parallel to Wide Faces of Laminations AXIALLY LOADED X Tension Parallel to COMPRES- MODULUS OF SION PER- PENDIC- ULAR TO Grain F1 Compression Parallel to Grain Fc Extreme Fiber in ...
... parallel to the wide faces of the laminations Loaded Parallel to Wide Faces of Laminations AXIALLY LOADED X Tension Parallel to COMPRES- MODULUS OF SION PER- PENDIC- ULAR TO Grain F1 Compression Parallel to Grain Fc Extreme Fiber in ...
Page 296
... Parallel to Wide Faces of the Laminations Loaded Perpendicular to Wide Faces of Laminations Extreme Fiber in Bending Tension Compression Compression Perpen- dicular ... Parallel Parallel sion To Grain To. 296 25 - C - 2 UNIFORM BUILDING CODE.
... Parallel to Wide Faces of the Laminations Loaded Perpendicular to Wide Faces of Laminations Extreme Fiber in Bending Tension Compression Compression Perpen- dicular ... Parallel Parallel sion To Grain To. 296 25 - C - 2 UNIFORM BUILDING CODE.
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