Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 320
The effective flange width to be used in the design of symmetrical Tbeams shall
not exceed one - fourth of the span length of the beam , and its overhanging
width on either side of the web shall not exceed eight times the thickness of the
slab ...
The effective flange width to be used in the design of symmetrical Tbeams shall
not exceed one - fourth of the span length of the beam , and its overhanging
width on either side of the web shall not exceed eight times the thickness of the
slab ...
Page 423
Intermediate stiffeners may be stopped short of the tension flange , provided
bearing is not needed to transmit a concentrated load or reaction . The weld by
which intermediate stiffeners are attached to the web shall be terminated not
closer ...
Intermediate stiffeners may be stopped short of the tension flange , provided
bearing is not needed to transmit a concentrated load or reaction . The weld by
which intermediate stiffeners are attached to the web shall be terminated not
closer ...
Page 434
When flanges or moment connection plates for end connections of beams and
girders are welded to the flange of an l- or H - shape column , pairs of column -
web stiffeners having an area given by Formula ( 12-1 ) shall be provided
whenever ...
When flanges or moment connection plates for end connections of beams and
girders are welded to the flange of an l- or H - shape column , pairs of column -
web stiffeners having an area given by Formula ( 12-1 ) shall be provided
whenever ...
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Contents
Construction Height and Allowable Area | 16 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
accordance additional allowable applied approved assembly bars beam bearing bending bolts building official ceiling Chapter column compression compressive stress computed concrete conform connections considered construction continuous covering Decking determined diameter direction distance Division doors edge effective equal equipment exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange floor foot forces Formula frame grade greater Group gypsum height horizontal inches inspection installed joints lateral least length less limited load located lumber masonry materials maximum metal nails Occupancies openings percent permitted placed plans plaster plate portion pounds protection ratio reinforcement resist roof rooms Section Select separation shear side single slab space 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