Uniform Building Code |
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Page 421
... cover- plated beams and rolled or welded beams shall be proportioned by the moment of inertia of the gross section . No deduction shall be made for shop or field rivet or bolt holes in either flange , except that in cases where the ...
... cover- plated beams and rolled or welded beams shall be proportioned by the moment of inertia of the gross section . No deduction shall be made for shop or field rivet or bolt holes in either flange , except that in cases where the ...
Page 422
... cover plate . The length a ' , measured from the end of the cover plate , shall be : 1. A distance equal to the width of the cover plate when there is a continuous weld equal to or larger than three - fourths of the plate thickness ...
... cover plate . The length a ' , measured from the end of the cover plate , shall be : 1. A distance equal to the width of the cover plate when there is a continuous weld equal to or larger than three - fourths of the plate thickness ...
Page 566
... cover may be reduced 25 percent , except that in no case shall the cover be less than 34 inch in slabs nor 11⁄2 inches in beams or girders . " For Grade B concrete increase tendon cover 20 percent . ' Adequate provisions against ...
... cover may be reduced 25 percent , except that in no case shall the cover be less than 34 inch in slabs nor 11⁄2 inches in beams or girders . " For Grade B concrete increase tendon cover 20 percent . ' Adequate provisions against ...
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