Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
From inside the book
Results 1-3 of 53
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 215
... joists underneath so spaced as to give proper clearance for the piping . Where a partition containing such piping runs parallel to the floor joists , the joists underneath such parti- tions shall be doubled and spaced to permit the ...
... joists underneath so spaced as to give proper clearance for the piping . Where a partition containing such piping runs parallel to the floor joists , the joists underneath such parti- tions shall be doubled and spaced to permit the ...
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 ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
72 other sections not shown
Other editions - View all
Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection 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 panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear 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 tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength