Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 176
... considered . For nonrectangular columns , the effective thickness shall be taken as equal to 3.464 times its radius of gyration r about the axis considered . Where raked mortar joints are used , the thickness of the member shall be ...
... considered . For nonrectangular columns , the effective thickness shall be taken as equal to 3.464 times its radius of gyration r about the axis considered . Where raked mortar joints are used , the thickness of the member shall be ...
Page 350
... considered inef- fective . B. For slabs with shearheads , one - half of that part of the periphery specified in Subitem A shall be considered ineffective . ( n ) Transfer of Moments to Columns . 1. Shear forces exerted by un- balanced ...
... considered inef- fective . B. For slabs with shearheads , one - half of that part of the periphery specified in Subitem A shall be considered ineffective . ( n ) Transfer of Moments to Columns . 1. Shear forces exerted by un- balanced ...
Page 379
... considered applicable to prestressed concrete . The following provisions shall not apply to prestressed concrete unless specifically noted : Sections 2608 ( f ) , 2608 ( h ) , 2610 ( d ) 2 and 3 , 2610 ( f ) , 2610 ( j ) 1 and Sections ...
... considered applicable to prestressed concrete . The following provisions shall not apply to prestressed concrete unless specifically noted : Sections 2608 ( f ) , 2608 ( h ) , 2610 ( d ) 2 and 3 , 2610 ( f ) , 2610 ( j ) 1 and Sections ...
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