Uniform Building Code |
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Page 198
... Beam Span . For simple beams , the span shall be taken as the distance from face to face of supports , plus one ... beam is continuous . ( b ) Flexure . 1. Circular cross section . A beam of circular cross section may be assumed to have ...
... Beam Span . For simple beams , the span shall be taken as the distance from face to face of supports , plus one ... beam is continuous . ( b ) Flexure . 1. Circular cross section . A beam of circular cross section may be assumed to have ...
Page 205
... beam , inches , from the following table . = unsupported length of beam , inches . d = depth of beam , inches . b = breadth of beam , inches . EFFECTIVE LENGTH OF GLUED - LAMINATED BEAMS TYPE OF BEAM SPAN AND NATURE OF LOAD VALUE OF ...
... beam , inches , from the following table . = unsupported length of beam , inches . d = depth of beam , inches . b = breadth of beam , inches . EFFECTIVE LENGTH OF GLUED - LAMINATED BEAMS TYPE OF BEAM SPAN AND NATURE OF LOAD VALUE OF ...
Page 426
... beam and slab act together to resist bending . When the slab ex- tends on both sides of the beam , the effective width of the concrete flange shall be taken as no more than one - fourth of the span of the beam , and its effective ...
... beam and slab act together to resist bending . When the slab ex- tends on both sides of the beam , the effective width of the concrete flange shall be taken as no more than one - fourth of the span of the beam , and its effective ...
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