Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 278
... Formula ( 16-4 ) , so that the compression steel stress is less than the yield strength , “ f ” , or when effects of compression steel are neglected , the calculated ultimate moment shall not exceed that given by Formula ( 16-1 ) ...
... Formula ( 16-4 ) , so that the compression steel stress is less than the yield strength , “ f ” , or when effects of compression steel are neglected , the calculated ultimate moment shall not exceed that given by Formula ( 16-1 ) ...
Page 347
... Formulas ( 4 ) 1 and ( 5 ) , but not more than 0.60F Allowable Unit Stresses ( Continued ) Fo = [ ( l / r ) 2 1.0 0.60Fy Formula ( 4 ) 2Cc2Cb 12,000,000 Fb : = Formula ( 5 ) ld / Af where " " is the unbraced length of the compression ...
... Formulas ( 4 ) 1 and ( 5 ) , but not more than 0.60F Allowable Unit Stresses ( Continued ) Fo = [ ( l / r ) 2 1.0 0.60Fy Formula ( 4 ) 2Cc2Cb 12,000,000 Fb : = Formula ( 5 ) ld / Af where " " is the unbraced length of the compression ...
Page 355
... Formula ( 8 ) reduces to Formula ( 9 ) and k = 5.34 . Intermediate stiffeners are not required when the ratio " h / t " is less than 260 and the maximum web shear stress " fo " is less than that permitted by Formula ( 9 ) . The spacing ...
... Formula ( 8 ) reduces to Formula ( 9 ) and k = 5.34 . Intermediate stiffeners are not required when the ratio " h / t " is less than 260 and the maximum web shear stress " fo " is less than that permitted by Formula ( 9 ) . The spacing ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
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allowable stress allowable unit stresses applied approved axial load bars beam bending bolts bond Building Official building or structure ceiling cement cent chimney Code column compression members compressive strength computed conform construction Continued dead load designed diameter distance Douglas Fir exceed exit exterior walls EXTREME FIBER Fire Zone fire-resistive rating flange floor Formula framing gauge girders glued-laminated grade Group grout gypsum height horizontal incombustible joints joists Laminations lath least length less live load longitudinal lumber materials maximum metal minimum Modulus of Elasticity mortar nails occupant load openings parallel to grain permitted perpendicular plaster plate plywood portland cement pounds per square prestressing ratio resist roof Select Structural shear stress shear walls sheathing slab space span specified in Section splices square feet square inch steel studs surface Table thickness tion twelve inches 12 Type U.B.C. Standard values vertical welds width wire wood yield strength