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Page 186
... Tension in Tension in pres- Tension in sion ' sion ' Flexure2 3 Flexure4 sion ' Flexure2 3 Grade A or 2500 psi plus 140 Grade B or 1500-2500 psi 100 Hollow Units ' 1290 388 130 12 7. Stone Masonry Cast Stone 90 70 60 6 30 15 110 10 5 5 ...
... Tension in Tension in pres- Tension in sion ' sion ' Flexure2 3 Flexure4 sion ' Flexure2 3 Grade A or 2500 psi plus 140 Grade B or 1500-2500 psi 100 Hollow Units ' 1290 388 130 12 7. Stone Masonry Cast Stone 90 70 60 6 30 15 110 10 5 5 ...
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 : l is the tensile development for the full f , as given in ...
... 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 : l is the tensile development for the full f , as given in ...
Contents
Effective Use of the Uniform Building Code | 20 |
Permits and Inspections | 29 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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20 feet ALLOWABLE UNIT STRESSES approved bars Building Official building or structure ceiling Code columns compression compression member compressive strength concrete conform dead load deflection diameter diaphragms Division 1 Occupancies dry or surfaced enclosure exceed Exits exterior walls EXTREME FIBER fire assembly Fire Zone Firestopping flammable liquids flexural floor area footnotes grade Group grout gypsum height joints joists lateral forces least live load location on property lumber masonry materials maximum minimum MODULUS OF ELASTICITY mortar nails nonbearing noncombustible Occupancy Separation occupant load panel Parallel to Grain partitions percent permitted plywood portion pounds per square prestressing reinforcement resisting roof rooms Selected Decking shear stress shear walls sheathing sion slab space frame span specified in Chapter specified in Section square feet square inch steel story strength studs Table tensile stress tension tests timber tion types of construction U.B.C. Standard values ventilation vertical water closet width wood