Uniform Building Code |
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Page 421
... flange material . Hybrid girders must have flanges of equal areas at any section and have the same grade of steel . ( b ) Web . The clear distance between flanges in inches shall not exceed WHERE : Fy 14,000 ( t ) VF , ( F + 16.5 ) ...
... flange material . Hybrid girders must have flanges of equal areas at any section and have the same grade of steel . ( b ) Web . The clear distance between flanges in inches shall not exceed WHERE : Fy 14,000 ( t ) VF , ( F + 16.5 ) ...
Page 424
... flange a maximum distance of four times the web thickness , provided bearing is not needed to transmit a concentrated load or reaction . When single stif- feners are used they shall be attached to the compresssion flange , if it con ...
... flange a maximum distance of four times the web thickness , provided bearing is not needed to transmit a concentrated load or reaction . When single stif- feners are used they shall be attached to the compresssion flange , if it con ...
Page 433
... flange to web toe of fillet of member to be stiffened . For welded sections , k shall be the flange thickness plus the distance to the farthest toe of the connecting weld . t = thickness of flange delivering concentrated load . ts Af ...
... flange to web toe of fillet of member to be stiffened . For welded sections , k shall be the flange thickness plus the distance to the farthest toe of the connecting weld . t = thickness of flange delivering concentrated load . ts Af ...
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