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Page 415
... prestressing tendon force at jacking end . prestressing tendon force at any point x . a = total angular change of prestressing tendon profile in radians from tendon jacking end to any point x . βι = factor defined in Section 2610 ( c ) ...
... prestressing tendon force at jacking end . prestressing tendon force at any point x . a = total angular change of prestressing tendon profile in radians from tendon jacking end to any point x . βι = factor defined in Section 2610 ( c ) ...
Page 416
... prestressing tendons , effect of loss of area due to open ducts shall be considered . ( d ) Design Assumptions . 1 ... Prestressing Tendons . Tensile stress in prestressing tendons shall not exceed the following : 1. Due to tendon ...
... prestressing tendons , effect of loss of area due to open ducts shall be considered . ( d ) Design Assumptions . 1 ... Prestressing Tendons . Tensile stress in prestressing tendons shall not exceed the following : 1. Due to tendon ...
Page 421
... prestressing tendons or groups of tendons in one direction shall not exceed eight times the slab thickness , nor 5 feet . Spacing of tendons also shall provide a minimum average prestress , after allowance for all prestress losses , of ...
... prestressing tendons or groups of tendons in one direction shall not exceed eight times the slab thickness , nor 5 feet . Spacing of tendons also shall provide a minimum average prestress , after allowance for all prestress losses , of ...
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