Uniform Building Code |
From inside the book
Results 1-3 of 96
Page 188
... fiber in bending . b F ' . = allowable unit stress for extreme fiber in bending , adjusted for b fo slenderness . = actual unit stress for extreme fiber in bending . F = allowable unit stress in compression parallel to grain . с F ...
... fiber in bending . b F ' . = allowable unit stress for extreme fiber in bending , adjusted for b fo slenderness . = actual unit stress for extreme fiber in bending . F = allowable unit stress in compression parallel to grain . с F ...
Page 329
... fiber to neutral axis . Cm = a factor relating the actual moment diagram to an equivalent uniform moment diagram . d = distance from extreme compression fiber to centroid tension reinforcement , inches . de = thickness of concrete cover ...
... fiber to neutral axis . Cm = a factor relating the actual moment diagram to an equivalent uniform moment diagram . d = distance from extreme compression fiber to centroid tension reinforcement , inches . de = thickness of concrete cover ...
Page 483
... fibers or similar materials . CEMENTING is solidly mopped application of asphalt , cold liquid asphalt compound , coal tar pitch or other approved cementing material . COMBINATION SHEET is a glass fiber felt integrally attached to kraft ...
... fibers or similar materials . CEMENTING is solidly mopped application of asphalt , cold liquid asphalt compound , coal tar pitch or other approved cementing material . COMBINATION SHEET is a glass fiber felt integrally attached to kraft ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
86 other sections not shown
Other editions - View all
Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength