Uniform Building Code |
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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
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height 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 panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural 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 stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength