Uniform Building Code |
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Page 211
... Joists shall be supported laterally at the ends and at each support by solid blocking except where the ends of joists are nailed to a header , band or rim joist or to an adjoining stud or by other approved means . Solid blocking shall ...
... Joists shall be supported laterally at the ends and at each support by solid blocking except where the ends of joists are nailed to a header , band or rim joist or to an adjoining stud or by other approved means . Solid blocking shall ...
Page 321
... 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 588
... joists and held to bottom chord of joists . Gypsum plaster on " per- forated gypsum lath at- tached to 3/4 " cold - rolled channels , with approved clips giving continuous support to lath . Channels attached to or suspended below joists ...
... joists and held to bottom chord of joists . Gypsum plaster on " per- forated gypsum lath at- tached to 3/4 " cold - rolled channels , with approved clips giving continuous support to lath . Channels attached to or suspended below joists ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
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 ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength