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Page 332
... accordance with Section 2604 ( d ) 1 A , or 2. Fifteen to 29 test results are available and average of test results exceeds that required by Section 2604 ( d ) 2 A , using a standard deviation calculated in accordance with Section 2604 ...
... accordance with Section 2604 ( d ) 1 A , or 2. Fifteen to 29 test results are available and average of test results exceeds that required by Section 2604 ( d ) 2 A , using a standard deviation calculated in accordance with Section 2604 ...
Page 380
... accordance with Section 2611 ( h ) . For normal - weight concrete , shear strength V , shall not be taken greater than 0.2fbud nor 800 bd in pounds . For " all lightweight " or " sand - lightweight " concrete , shear strength V , shall ...
... accordance with Section 2611 ( h ) . For normal - weight concrete , shear strength V , shall not be taken greater than 0.2fbud nor 800 bd in pounds . For " all lightweight " or " sand - lightweight " concrete , shear strength V , shall ...
Page 382
... accordance with Section 2611 ( 1 ) 2 through 4 . 2. Design of slab or footing for two - way action shall be based on Formula ( 11-1 ) , where shear strength V , shall not be taken greater than shear strength V , computed in accordance ...
... accordance with Section 2611 ( 1 ) 2 through 4 . 2. Design of slab or footing for two - way action shall be based on Formula ( 11-1 ) , where shear strength V , shall not be taken greater than shear strength V , computed in accordance ...
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