Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 191
... 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 200
... beam , inches . 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 EFFECTIVE LENGTH , " e'1 Single span beam , load concentrated at center ...
... beam , inches . 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 EFFECTIVE LENGTH , " e'1 Single span beam , load concentrated at center ...
Page 320
... beams . In T - beam construction , the slab and beam shall be built integrally or otherwise effectively bonded together . 1. The effective flange width to be used in the design of symmetrical T- beams shall not exceed one - fourth of ...
... beams . In T - beam construction , the slab and beam shall be built integrally or otherwise effectively bonded together . 1. The effective flange width to be used in the design of symmetrical T- beams shall not exceed one - fourth of ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
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 column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER flange flexural footnotes Formula framing girders grade Group grout gypsum height inches on center installed joints joists 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 Parallel to Grain partitions percent permitted plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural Selected Decking shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch stairway steel strength studs Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength