Uniform Building Code |
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Page 181
... formula : 1.3 Се = t 1 + 64 + 2 ( 1-3 ) ( 1-2 ) . e 20 ( 19-4 ) Where the maximum virtual eccentricity e exceeds t / 6 but is equal to or less than t / 3 , C ̧ shall be computed by the following formula : 1 C = 1.95 ( -4 ) + ( - 3 ) ...
... formula : 1.3 Се = t 1 + 64 + 2 ( 1-3 ) ( 1-2 ) . e 20 ( 19-4 ) Where the maximum virtual eccentricity e exceeds t / 6 but is equal to or less than t / 3 , C ̧ shall be computed by the following formula : 1 C = 1.95 ( -4 ) + ( - 3 ) ...
Page 400
... Formula ( 26-3 ) may be assumed to be of opposite sign . For the purpose of this determination the factor 1.4 in Formula ( 26-3 ) may be changed to 1.1 . For determination of the ultimate capacity of the column , the moments resulting ...
... Formula ( 26-3 ) may be assumed to be of opposite sign . For the purpose of this determination the factor 1.4 in Formula ( 26-3 ) may be changed to 1.1 . For determination of the ultimate capacity of the column , the moments resulting ...
Page 423
... Formula ( 7-1 ) . The spacing of intermediate stiffeners , when stiffeners are required , shall be such that the web shear stress will not exceed the value for F , given by Formula ( 7-1 ) or ( 7-2 ) , as applicable and the ratio a / h ...
... Formula ( 7-1 ) . The spacing of intermediate stiffeners , when stiffeners are required , shall be such that the web shear stress will not exceed the value for F , given by Formula ( 7-1 ) or ( 7-2 ) , as applicable and the ratio a / h ...
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