Building Standards: Uniform Building Code1985 - Building laws |
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Page 140
... tensile reinforcement . distance from the compression face of a flexural member to the centroid of longitudinal ... stress due to design axial load . computed flexural stress in the extreme fiber due to design bending loads only ...
... tensile reinforcement . distance from the compression face of a flexural member to the centroid of longitudinal ... stress due to design axial load . computed flexural stress in the extreme fiber due to design bending loads only ...
Page 416
... stress in compression .. B. Extreme fiber stress in tension except as permitted in C. Extreme fiber stress in tension at ends of simply supported members .0.60f'ci .3Vƒ ' ci ... 6Vƒ ' ci Where computed tensile stresses exceed these ...
... stress in compression .. B. Extreme fiber stress in tension except as permitted in C. Extreme fiber stress in tension at ends of simply supported members .0.60f'ci .3Vƒ ' ci ... 6Vƒ ' ci Where computed tensile stresses exceed these ...
Page 504
... STRESS COMPLETE PENETRATION GROOVE WELDS REQUIRED WELD STRENGTH LEVEL2 3 PARTIAL PENETRATION GROOVE WELDS 4 FILLET ... tensile strength of weld metal ( ksi ) , except shear stress on base metal shall not exceed 0.40 x yield stress of ...
... STRESS COMPLETE PENETRATION GROOVE WELDS REQUIRED WELD STRENGTH LEVEL2 3 PARTIAL PENETRATION GROOVE WELDS 4 FILLET ... tensile strength of weld metal ( ksi ) , except shear stress on base metal shall not exceed 0.40 x yield stress of ...
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