Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 213
... Studs shall be placed with their wide dimension perpendicular to the wall . Not less than three studs shall be installed at each corner of an exterior wall . EXCEPTION : At corners a third stud may be omitted through the use of wood ...
... Studs shall be placed with their wide dimension perpendicular to the wall . Not less than three studs shall be installed at each corner of an exterior wall . EXCEPTION : At corners a third stud may be omitted through the use of wood ...
Page 215
... stud parti- tions or walls with studs having a height to least thickness ratio exceeding 50 shall have bridging not less than 2 inches in thickness and of the same width as the studs fitted snugly and nailed thereto to provide adequate ...
... stud parti- tions or walls with studs having a height to least thickness ratio exceeding 50 shall have bridging not less than 2 inches in thickness and of the same width as the studs fitted snugly and nailed thereto to provide adequate ...
Page 430
... stud connector after welding ( inches ) and n , equals the number of studs in one rib not to exceed three . While more than three studs may be installed in a rib , no more than three studs per rib shall be considered in computing the ...
... stud connector after welding ( inches ) and n , equals the number of studs in one rib not to exceed three . While more than three studs may be installed in a rib , no more than three studs per rib shall be considered in computing the ...
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