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Page 380
... taken equal to 0.85 . B. Design of shear - friction reinforcement A , to resist shear V , shall be in accordance with Section 2611 ( h ) . For normal - weight concrete , shear strength V , shall not be taken greater than 0.2fbud nor 800 ...
... taken equal to 0.85 . B. Design of shear - friction reinforcement A , to resist shear V , shall be in accordance with Section 2611 ( h ) . For normal - weight concrete , shear strength V , shall not be taken greater than 0.2fbud nor 800 ...
Page 445
... taken as the nearest whole number ( but not less than 6 ) . Except in calculations for deflections , value of n for lightweight concrete shall be assumed to be the same as for normal - weight concrete of the same strength . 5. In doubly ...
... taken as the nearest whole number ( but not less than 6 ) . Except in calculations for deflections , value of n for lightweight concrete shall be assumed to be the same as for normal - weight concrete of the same strength . 5. In doubly ...
Page 468
... taken as the actual length . r , = Radius of gyrations of a section comprising the compression flange plus one third of the compression web area , taken about an axis in the plane of the web . Сь = = 1.75 +1.05 M M2 M 2 + 0.3 M2 ( 2-8 ) ...
... taken as the actual length . r , = Radius of gyrations of a section comprising the compression flange plus one third of the compression web area , taken about an axis in the plane of the web . Сь = = 1.75 +1.05 M M2 M 2 + 0.3 M2 ( 2-8 ) ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
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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