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Page 198
( a ) Beam Span . For simple beams , the span shall be taken as the distance
from face to face of supports , plus one - half the required length of bearing at
each end ; for continuous beams , the span is the distance between centers of
bearings ...
( a ) Beam Span . For simple beams , the span shall be taken as the distance
from face to face of supports , plus one - half the required length of bearing at
each end ; for continuous beams , the span is the distance between centers of
bearings ...
Page 205
Slenderness factor for beams . When the depth of a beam exceeds its breadth ,
lateral support is required and the slenderness factor shall be calculated by the
following formula : Co = Vid in which Cg = slenderness factor . Te = effective
length ...
Slenderness factor for beams . When the depth of a beam exceeds its breadth ,
lateral support is required and the slenderness factor shall be calculated by the
following formula : Co = Vid in which Cg = slenderness factor . Te = effective
length ...
Page 426
Beams , girders and trusses shall be restrained against rotation , about their
longitudinal axis , at points of support . ... When the slab extends on both sides of
the beam , the effective width of the concrete flange shall be taken as no more
than ...
Beams , girders and trusses shall be restrained against rotation , about their
longitudinal axis , at points of support . ... When the slab extends on both sides of
the beam , the effective width of the concrete flange shall be taken as no more
than ...
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Contents
Effective Use of the Uniform Building Code 2021 | 20 |
Permits and Inspections | 29 |
Definitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
accordance allowable applied approved assembly bars beam bearing bending bolts Building Official ceiling cement Chapter Code column compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined diameter direction distance Division doors edge effective equal exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange floor foot forces frame gauge grade Grain greater Group gypsum height horizontal hour inches installed joints lateral lath least length less limited load located lumber masonry materials maximum metal nails Occupancies openings panel parallel percent permitted placed plaster plate portion pounds protected ratio reinforcement resist roof Section Select separation shear side slab solid spaced span specified square steel story strength stress Structural studs surface Table tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood Zone