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Page 118
Approved wall plate boxes or hangers shall be provided where wood beams ,
girders or trusses rest on masonry or concrete walls . Girders and beams shall be
closely fitted around columns , and adjoining ends shall be cross tied to each ...
Approved wall plate boxes or hangers shall be provided where wood beams ,
girders or trusses rest on masonry or concrete walls . Girders and beams shall be
closely fitted around columns , and adjoining ends shall be cross tied to each ...
Page 307
Beams , girders , brackets , column capitals and haunches shall be considered
as part of the floor system and shall be ... Construction joints in floors shall be
located near the middle of the spans of slabs , beams or girders unless a beam ...
Beams , girders , brackets , column capitals and haunches shall be considered
as part of the floor system and shall be ... Construction joints in floors shall be
located near the middle of the spans of slabs , beams or girders unless a beam ...
Page 424
The maximum stress in either flange of a hybrid girder shall not exceed F , in
Formula ( 7 - 5 ) nor - Q3 ) Fo SFO . ... ( 7 - 7 ) The allowable shear stress in webs
of girders having A514 flanges and webs shall not exceed that determined by ...
The maximum stress in either flange of a hybrid girder shall not exceed F , in
Formula ( 7 - 5 ) nor - Q3 ) Fo SFO . ... ( 7 - 7 ) The allowable shear stress in webs
of girders having A514 flanges and webs shall not exceed that determined by ...
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Contents
Effective Use of the Uniform Building Code | 18 |
497 | 36 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
accordance allowable applied approved axial bars beam bearing bending bolts building building official Chapter column compression compressive stress computed concrete conform connections considered construction continuous cover Decking depth determined diameter direction distance Division edge effective elements equal exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange flexural floor foot forces Formula frame girders grade Grain greater Group height horizontal inches joints lateral least length less limited live load load located lumber masonry materials maximum Occupancies openings panel parallel percent permitted placed plate portion pounds prestressing protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab spacing span specified splices square inch steel strength stress Structural Stud surface Table taken tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood yield