Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 135
... Formula ( 12-8 ) and shall accommodate movements of the structure resulting from lateral forces or temperature changes . The concrete panels or other similar ele- ments shall be supported by means of cast - in - place concrete or ...
... Formula ( 12-8 ) and shall accommodate movements of the structure resulting from lateral forces or temperature changes . The concrete panels or other similar ele- ments shall be supported by means of cast - in - place concrete or ...
Page 177
... Formula ( 19-6 ) or ( 19-5 ) , whichever is applicable , except e , / e , shall be taken as + 1.0 . ( iii ) Bending ... Formula ( 19-6 ) , except that eb + et / bt shall be substituted for e / t . Where e , bet exceeds bt / 6 but does ...
... Formula ( 19-6 ) or ( 19-5 ) , whichever is applicable , except e , / e , shall be taken as + 1.0 . ( iii ) Bending ... Formula ( 19-6 ) , except that eb + et / bt shall be substituted for e / t . Where e , bet exceeds bt / 6 but does ...
Page 428
... Formula ( 8-3 ) or ( 8-4 ) shall be not less than that determined by the following formula : Vn ( 8-6 ) Working values for flat soffit concrete slabs with aggregates not con- forming with U.B.C. Standards No. 26-2 and No. 26-3 , and for ...
... Formula ( 8-3 ) or ( 8-4 ) shall be not less than that determined by the following formula : Vn ( 8-6 ) Working values for flat soffit concrete slabs with aggregates not con- forming with U.B.C. Standards No. 26-2 and No. 26-3 , and for ...
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