Uniform Building Code |
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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 421
... flange , or flanges , through which they receive their loads or reactions and shall extend approximately to the edge of the flange plates or flange angles . They shall be designed as col- umns subject to the provisions of Section 2702 ...
... flange , or flanges , through which they receive their loads or reactions and shall extend approximately to the edge of the flange plates or flange angles . They shall be designed as col- umns subject to the provisions of Section 2702 ...
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
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
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 ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height 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 panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural 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 stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength