Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 213
... plate in- stalled to provide overlapping at corners and at intersections with other walls and partitions . The plate shall be continuously tied at joints by solid blocking at least 16 inches in length and equal in size to the plate or ...
... plate in- stalled to provide overlapping at corners and at intersections with other walls and partitions . The plate shall be continuously tied at joints by solid blocking at least 16 inches in length and equal in size to the plate or ...
Page 278
... plate to joist or blocking , face nail 7. Top plate to stud , end nail 8. Stud to sole plate 9. Doubled studs , face nail 10. Doubled top plates , face nail 11. Top plates , laps and intersections , face nail 12. Continuous header , two ...
... plate to joist or blocking , face nail 7. Top plate to stud , end nail 8. Stud to sole plate 9. Doubled studs , face nail 10. Doubled top plates , face nail 11. Top plates , laps and intersections , face nail 12. Continuous header , two ...
Page 442
... plate and a rolled shape in a built - up tension member , or two plate components , shall not exceed 24 times the thickness of the thinner plate nor 12 inches . The longitudinal spacing of rivets , bolts and intermittent welds ...
... plate and a rolled shape in a built - up tension member , or two plate components , shall not exceed 24 times the thickness of the thinner plate nor 12 inches . The longitudinal spacing of rivets , bolts and intermittent welds ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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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