Uniform Building Code |
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Page 273
... ( Pounds per Square Inch ) Compression Perpendicular to Grain Fol Compression Modulus of Parallel to Horizontal Elasticity Shear F Grain Fc E TION KNOT TO SYMBOL FINISHED NUMBER OF LAMINATIONS COMBINA- TABLE 273 1976 EDITION 50 25 - D.
... ( Pounds per Square Inch ) Compression Perpendicular to Grain Fol Compression Modulus of Parallel to Horizontal Elasticity Shear F Grain Fc E TION KNOT TO SYMBOL FINISHED NUMBER OF LAMINATIONS COMBINA- TABLE 273 1976 EDITION 50 25 - D.
Page 274
... KNOT TO SYMBOL FINISHED NUMBER OF LAMINATIONS COMBINA- TABLE NO . 25 - D - PART B - VALUES FOR USE IN COMPUTING ... knot sizes of 0.1 and 0.2 are identical in case of extreme fiber in bending and in tension parallel to grain because of ...
... KNOT TO SYMBOL FINISHED NUMBER OF LAMINATIONS COMBINA- TABLE NO . 25 - D - PART B - VALUES FOR USE IN COMPUTING ... knot sizes of 0.1 and 0.2 are identical in case of extreme fiber in bending and in tension parallel to grain because of ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts Building Official building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength