Uniform Building Code |
From inside the book
Results 1-3 of 66
Page 356
... computed deflection is in reasonable agreement with results of comprehensive tests . Addi- tional longtime deflection shall be computed in accordance with Section 2609 ( f ) 2 F. 4. Prestressed concrete construction . For flexural ...
... computed deflection is in reasonable agreement with results of comprehensive tests . Addi- tional longtime deflection shall be computed in accordance with Section 2609 ( f ) 2 F. 4. Prestressed concrete construction . For flexural ...
Page 364
... computed end eccentricities are less than ( 0.6 + 0.03h ) inches , computed end moments may be used to evaluate M1 / M26 in Formula ( 10-12 ) . ( ii ) If computations show that there is essentially no moment at both ends of a braced ...
... computed end eccentricities are less than ( 0.6 + 0.03h ) inches , computed end moments may be used to evaluate M1 / M26 in Formula ( 10-12 ) . ( ii ) If computations show that there is essentially no moment at both ends of a braced ...
Page 372
... computed in accordance with Section 2611 ( e ) 2 A and B , where V , shall be the lesser of Vc ; or Vew . A. Shear strength Ve shall be computed by ci Vci = 0.6√ƒ'cbd + Va + V1M cr M max but V need not be taken less than 1.7Vƒ'¿b1d ...
... computed in accordance with Section 2611 ( e ) 2 A and B , where V , shall be the lesser of Vc ; or Vew . A. Shear strength Ve shall be computed by ci Vci = 0.6√ƒ'cbd + Va + V1M cr M max but V need not be taken less than 1.7Vƒ'¿b1d ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
103 other sections not shown
Other editions - View all
Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved atrium axial load bars beam bolts building official building or structure column comply compression members concrete conform dead load deflection diameter diaphragms Division 1 Occupancies exceed exit exterior walls extreme fiber factor Fire Code floor area Formula framing girders grade Group H grout height horizontal shear inspection installed joints joists laminations lateral forces length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard partitions percent permitted perpendicular plywood portion pounds per square prestressing protected psi psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud Table tensile tensile stress tension thickness U.B.C. Standard vertical welds width wood yield strength