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Page 174
... Tension in Flexure2 3 Tension in Flexure4 pres- Tension in sion1 Flexure2 3 1. Special inspection required 2. Solid brick No No Yes No Yes No No Yes No masonry 4500 plus psi 250 225 2500-4500 psi 1500-2500 psi 175 160 125 115 22220 999 ...
... Tension in Flexure2 3 Tension in Flexure4 pres- Tension in sion1 Flexure2 3 1. Special inspection required 2. Solid brick No No Yes No Yes No No Yes No masonry 4500 plus psi 250 225 2500-4500 psi 1500-2500 psi 175 160 125 115 22220 999 ...
Page 283
... tension face may be increased to 650 psi for Douglas fir - larch and southern pine , and to 500 psi for hem - fir because the tension laminations are required to be dense . 12Combinations 47 , 48 , 49 and 50 have more restrictive slope ...
... tension face may be increased to 650 psi for Douglas fir - larch and southern pine , and to 500 psi for hem - fir because the tension laminations are required to be dense . 12Combinations 47 , 48 , 49 and 50 have more restrictive slope ...
Page 390
... tension rein- forcement is no longer required to resist flexure . 5. Flexural reinforcement shall not be terminated in a tension zone unless one of the following conditions is satisfied : A. Shear at the cutoff point does not exceed two ...
... tension rein- forcement is no longer required to resist flexure . 5. Flexural reinforcement shall not be terminated in a tension zone unless one of the following conditions is satisfied : A. Shear at the cutoff point does not exceed two ...
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