Building Standards: Uniform Building Code1985 - Building laws |
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Page 174
... Tension in Tension in pres- Tension in Flexure2 3 Flexure4 sion1 Flexure2 3 1. Special inspection No No Yes No Yes No No Yes No required 2. Solid brick masonry 4500 plus psi 250 225 2500-4500 psi 175 160 1500-2500 psi 125 115 2220 0000 ...
... Tension in Tension in pres- Tension in Flexure2 3 Flexure4 sion1 Flexure2 3 1. Special inspection No No Yes No Yes No No Yes No required 2. Solid brick masonry 4500 plus psi 250 225 2500-4500 psi 175 160 1500-2500 psi 125 115 2220 0000 ...
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 , 49 and 50 have more restrictive slope of ...
... 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 , 49 and 50 have more restrictive slope of ...
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
Part Administrative CHAPTER 1 Title Scope and General SEC 101 Title 102 Purpose 103 Scope 104 Application to Existing Buildings and Structures | 1 |
Alternate Materials and Methods of Construction 106 Modifications 107 Tests | 3 |
Organization and Enforcement SEC 201 Creation of Enforcement Agency 202 Powers and Duties of Building Official | 4 |
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 ceiling column comply compression members concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exterior walls Extreme Fiber factor Fire Code floor area Formula framing grade Group H grout height horizontal shear inspection installed joints joists laminations length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard percent permitted perpendicular plywood portion pounds per square prestressing psi psi psi ratio resist roof rooms Select Decking Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab smoke detectors space span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud surface Table tensile stress tension thickness timber U.B.C. Standard ventilation vertical water closet welds width wood yield strength