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Page 186
... Tension in Tension in pres- Tension in sion ' sion'1 Flexure2 3 Flexure4 sion1 Flexure2 3 2500 psi plus 140 130 12 6 Grade B or 1500-2500 psi Hollow Units ' 100 100 90 12 6 70 60 12 6 3330 30 15 110 10 5 30 15 30 15 cr cr 80 10 5 50 10 ...
... Tension in Tension in pres- Tension in sion ' sion'1 Flexure2 3 Flexure4 sion1 Flexure2 3 2500 psi plus 140 130 12 6 Grade B or 1500-2500 psi Hollow Units ' 100 100 90 12 6 70 60 12 6 3330 30 15 110 10 5 30 15 30 15 cr cr 80 10 5 50 10 ...
Page 270
... ( Tension ) 80 percent Fc ( Compression Parallel to Grain ) 73 percent E ( Modulus of Elasticity ) 83 percent ' For more details , see U.B.C. Standards No. 25-10 and No. 25-11 Fy ( Horizontal Shear ) 88 percent Fc ( Compression ...
... ( Tension ) 80 percent Fc ( Compression Parallel to Grain ) 73 percent E ( Modulus of Elasticity ) 83 percent ' For more details , see U.B.C. Standards No. 25-10 and No. 25-11 Fy ( Horizontal Shear ) 88 percent Fc ( Compression ...
Page 317
... Tension . 1.Classification of tension lap splices . The minimum length of lap for tension lap splices shall be at least that given in this Section , but not less than 12 inches : la is the tensile development for the full f , as given ...
... Tension . 1.Classification of tension lap splices . The minimum length of lap for tension lap splices shall be at least that given in this Section , but not less than 12 inches : la is the tensile development for the full f , as given ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts Building Official building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength