Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 173
... specified in Section 306 to insure that the construction and workmanship requirements of this subsection and chapter are satisfied . In determining the stresses in brick masonry , the effects of all dead and live loads shall be taken ...
... specified in Section 306 to insure that the construction and workmanship requirements of this subsection and chapter are satisfied . In determining the stresses in brick masonry , the effects of all dead and live loads shall be taken ...
Page 207
... specified in Section 2518 unless a specific design is furnished . ( e ) Floor Framing . Wood - joisted floors shall be framed and con- structed and anchored to supporting wood stud or masonry walls as specified in Chapter 23 . ( f ) ...
... specified in Section 2518 unless a specific design is furnished . ( e ) Floor Framing . Wood - joisted floors shall be framed and con- structed and anchored to supporting wood stud or masonry walls as specified in Chapter 23 . ( f ) ...
Page 608
... specified in Section 5406 . ( b ) Standards . Standards for material shall be as specified in this Chapter and U.B.C. Standard No. 54-1 . Standards for glazing subject to human impact ( hazardous location ) as specified in Section 5406 ...
... specified in Section 5406 . ( b ) Standards . Standards for material shall be as specified in this Chapter and U.B.C. Standard No. 54-1 . Standards for glazing subject to human impact ( hazardous location ) as specified in Section 5406 ...
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