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Page 273
... equal capacity in both positive and negative bending . 22F - E3 SP / SP 2200 2200 450 450 200 1.7 1750 385 175 90 1.5 1150 1650 1.5 24F - EI SP / SP 450 38515 200 1.8 1600 385 175 90 1.6 1100 1750 1.6 2400 1200 24F - E2 SP / SP 450 450 ...
... equal capacity in both positive and negative bending . 22F - E3 SP / SP 2200 2200 450 450 200 1.7 1750 385 175 90 1.5 1150 1650 1.5 24F - EI SP / SP 450 38515 200 1.8 1600 385 175 90 1.6 1100 1750 1.6 2400 1200 24F - E2 SP / SP 450 450 ...
Page 380
... 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 bd in ...
... 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 bd in ...
Page 536
... equal , formed as an exposed eye and extending not less than 1/2 inch beyond the face of the backing . The legs of the loops shall be not less than 6 inches in length bent at right angles and laid in the masonry mortar joint and spaced ...
... equal , formed as an exposed eye and extending not less than 1/2 inch beyond the face of the backing . The legs of the loops shall be not less than 6 inches in length bent at right angles and laid in the masonry mortar joint and spaced ...
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