Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 320
... flange thickness not less than one - half the width of the web and a total flange width not more than four times the width of the web . 3. For beams having a flange on one side only , the effective over - hang- ing flange width shall ...
... flange thickness not less than one - half the width of the web and a total flange width not more than four times the width of the web . 3. For beams having a flange on one side only , the effective over - hang- ing flange width shall ...
Page 423
... flange weld . When single stiffeners are used they shall be attached to the compression flange , if it consists of a rec- tangular plate , to resist any uplift tendency due to torsion in the plate . When lateral bracing is attached to a ...
... flange weld . When single stiffeners are used they shall be attached to the compression flange , if it consists of a rec- tangular plate , to resist any uplift tendency due to torsion in the plate . When lateral bracing is attached to a ...
Page 434
... flanges or moment connection plates for end connections of beams and girders are welded to the flange of an I- or H - shape column , pairs of column - web stiffeners having an area given by Formula ( 12-1 ) shall be provided whenever ...
... flanges or moment connection plates for end connections of beams and girders are welded to the flange of an I- or H - shape column , pairs of column - web stiffeners having an area given by Formula ( 12-1 ) shall be provided whenever ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
72 other sections not shown
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Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength