Uniform Building Code |
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Page 217
... joist . Notches on the ends of joists shall not exceed one - fourth the joist depth . Holes bored in joists shall not be within 2 inches of the top or bottom of the joist and the diameter of any such hole shall not exceed one - third ...
... joist . Notches on the ends of joists shall not exceed one - fourth the joist depth . Holes bored in joists shall not be within 2 inches of the top or bottom of the joist and the diameter of any such hole shall not exceed one - third ...
Page 327
... joists are used , the vertical shells of the fillers in contact with the joists may be included in the calculations involv- ing shear or negative bending moment . No other portion of the fillers may be included in the design ...
... joists are used , the vertical shells of the fillers in contact with the joists may be included in the calculations involv- ing shear or negative bending moment . No other portion of the fillers may be included in the design ...
Page 585
... joists and held to bottom chord of joists Gypsum plaster on " per- forated gypsum lath at- tached to 3/4 " cold - rolled 2 2 2 16 , % 7 1 17,8 9 10 channels , with approved clips giving continuous support to lath . Channels attached to ...
... joists and held to bottom chord of joists Gypsum plaster on " per- forated gypsum lath at- tached to 3/4 " cold - rolled 2 2 2 16 , % 7 1 17,8 9 10 channels , with approved clips giving continuous support to lath . Channels attached to ...
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