Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 154
... beams not less than one - fourth the area shall extend along the same face of the beam into the end support a distance of six inches ( 6 ′′ ) . In simple beams , or at the freely supported end of continu- ous beams , at least one ...
... beams not less than one - fourth the area shall extend along the same face of the beam into the end support a distance of six inches ( 6 ′′ ) . In simple beams , or at the freely supported end of continu- ous beams , at least one ...
Page 250
... beams and girders . Solid or ribbed slabs with clear spans of not more than ten feet ( 10 ' ) that are built integrally with their supports may be designed as continuous slabs on knife edge supports with spans equal to the clear spans ...
... beams and girders . Solid or ribbed slabs with clear spans of not more than ten feet ( 10 ' ) that are built integrally with their supports may be designed as continuous slabs on knife edge supports with spans equal to the clear spans ...
Page 251
... beams having a flange on one side only , the effective overhanging flange width shall not exceed one - twelfth of the span length of the beam , nor six times the thickness of the slab , nor one - half the clear distance to the next beam ...
... beams having a flange on one side only , the effective overhanging flange width shall not exceed one - twelfth of the span length of the beam , nor six times the thickness of the slab , nor one - half the clear distance to the next beam ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
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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