Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
From inside the book
Results 1-3 of 91
Page 263
International Conference of Building Officials. Flexural 3. The steel takes all the tension due to flexure . 4. The tension reinforcement is replaced in design compu- Computations- tations with a concrete tension area equal to " n ...
International Conference of Building Officials. Flexural 3. The steel takes all the tension due to flexure . 4. The tension reinforcement is replaced in design compu- Computations- tations with a concrete tension area equal to " n ...
Page 268
... tension reinforcement . D = nominal diameter of bar , inches . = fe compressive strength of concrete ( see Section 2603 ) . = ratio of distance between centroid of compression and controid of tension to the depth , " d " . i 20 น sum of ...
... tension reinforcement . D = nominal diameter of bar , inches . = fe compressive strength of concrete ( see Section 2603 ) . = ratio of distance between centroid of compression and controid of tension to the depth , " d " . i 20 น sum of ...
Page 279
... tension reinforcement . Αν α b 0 DPI8 b ' bo fc = total area of web reinforcement in tension within a distance , “ s ” , measured in a direction parallel to the longitudinal reinforcement . = angle between inclined web bars and ...
... tension reinforcement . Αν α b 0 DPI8 b ' bo fc = total area of web reinforcement in tension within a distance , “ s ” , measured in a direction parallel to the longitudinal reinforcement . = angle between inclined web bars and ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
124 other sections not shown
Other editions - View all
Common terms and phrases
allowable stress allowable unit stresses applied approved axial load bars beam bending bolts bond Building Official building or structure ceiling cement cent chimney Code column compression members compressive strength computed conform construction Continued dead load designed diameter distance Douglas Fir exceed exit exterior walls EXTREME FIBER Fire Zone fire-resistive rating flange floor Formula framing gauge girders glued-laminated grade Group grout gypsum height horizontal incombustible joints joists Laminations lath least length less live load longitudinal lumber materials maximum metal minimum Modulus of Elasticity mortar nails occupant load openings parallel to grain permitted perpendicular plaster plate plywood portland cement pounds per square prestressing ratio resist roof Select Structural shear stress shear walls sheathing slab space span specified in Section splices square feet square inch steel studs surface Table thickness tion twelve inches 12 Type U.B.C. Standard values vertical welds width wire wood yield strength