Uniform Building Code |
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Page 167
... continuous reinforced masonry member projecting not less than 3 inches from the face of the wall , or by other approved methods . Joists shall have bearing at least 3 inches in length upon solid masonry at least 2 inches thick ; or ...
... continuous reinforced masonry member projecting not less than 3 inches from the face of the wall , or by other approved methods . Joists shall have bearing at least 3 inches in length upon solid masonry at least 2 inches thick ; or ...
Page 172
... continuous with the reinforcement which resists moment of opposite sign . Of the positive reinforcement in continuous beams not less than one- fourth the area shall extend along the same face of the beam into the end support a distance ...
... continuous with the reinforcement which resists moment of opposite sign . Of the positive reinforcement in continuous beams not less than one- fourth the area shall extend along the same face of the beam into the end support a distance ...
Page 326
... continuous frames , center - to - center , distances shall be used in the determination of moments . Moments at faces of support may be used for design of beams and girders . Solid or ribbed slabs with clear spans of not more than 10 ...
... continuous frames , center - to - center , distances shall be used in the determination of moments . Moments at faces of support may be used for design of beams and girders . Solid or ribbed slabs with clear spans of not more than 10 ...
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