Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 423
... attached to the compression flange , if it consists of a rec- tangular plate , to resist any uplift tendency due to torsion in the plate . When lateral bracing is attached to a stiffener or a pair of stiffeners these , in turn , shall ...
... attached to the compression flange , if it consists of a rec- tangular plate , to resist any uplift tendency due to torsion in the plate . When lateral bracing is attached to a stiffener or a pair of stiffeners these , in turn , shall ...
Page 480
... attached . VENEER is nonstructural facing of brick , concrete , stone , tile , metal , plastic or other similar approved material attached to a backing for the purpose of ornamentation , protection or insulation . Adhered Veneer is ...
... attached . VENEER is nonstructural facing of brick , concrete , stone , tile , metal , plastic or other similar approved material attached to a backing for the purpose of ornamentation , protection or insulation . Adhered Veneer is ...
Page 527
... attached and in no case shall the base area exceed 1600 square feet unless it conforms entirely to the type of construction re- quirements of the building to which it is attached and is limited in height as a main part of the building ...
... attached and in no case shall the base area exceed 1600 square feet unless it conforms entirely to the type of construction re- quirements of the building to which it is attached and is limited in height as a main part of the building ...
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