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Page 152
... Elasticity of Materials . 1. Modulus of elasticity of masonry . The moduli for masonry may be estimated as provided below . Actual values , if required , shall be established by test . These values are not reduced by one half per ...
... Elasticity of Materials . 1. Modulus of elasticity of masonry . The moduli for masonry may be estimated as provided below . Actual values , if required , shall be established by test . These values are not reduced by one half per ...
Page 183
... elasticity adjustment . The use of average modulus of elasticity E values are appropriate for the design of normal wood structural members and assemblies . In special applications where deflections are critical to the stability of ...
... elasticity adjustment . The use of average modulus of elasticity E values are appropriate for the design of normal wood structural members and assemblies . In special applications where deflections are critical to the stability of ...
Page 348
... Elasticity . Modulus of elasticity E , for concrete may be taken as w1.533√ƒ ' ( in psi ) for values of w between 90 and 155 pounds per cubic foot . For normal - weight concrete , E , may be taken as 57,000 Vƒ'c с Modulus of elasticity ...
... Elasticity . Modulus of elasticity E , for concrete may be taken as w1.533√ƒ ' ( in psi ) for values of w between 90 and 155 pounds per cubic foot . For normal - weight concrete , E , may be taken as 57,000 Vƒ'c с Modulus of elasticity ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
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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