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Page 167
dimensions to distribute the loads safely on the wall or pier , or upon a
continuous reinforced masonry member projecting not less than 3 inches from
the face of the wall , or by other approved methods . Joists shall have bearing at
least 3 ...
dimensions to distribute the loads safely on the wall or pier , or upon a
continuous reinforced masonry member projecting not less than 3 inches from
the face of the wall , or by other approved methods . Joists shall have bearing at
least 3 ...
Page 171
Tensile negative reinforcement in any span of a continuous , restrained or
cantilever beam , or in any member of a rigid frame shall be adequately anchored
by bond , hooks or mechanical anchors in or through the supporting member .
Tensile negative reinforcement in any span of a continuous , restrained or
cantilever beam , or in any member of a rigid frame shall be adequately anchored
by bond , hooks or mechanical anchors in or through the supporting member .
Page 475
0 ) 510 Simple and Continuous Spans Sec . 2709 . ( a ) Simple Spans . Beams ,
girders and trusses shall be designed on the basis of simple spans whose
effective length is equal to the distance between the centers of gravity of the
members ...
0 ) 510 Simple and Continuous Spans Sec . 2709 . ( a ) Simple Spans . Beams ,
girders and trusses shall be designed on the basis of simple spans whose
effective length is equal to the distance between the centers of gravity of the
members ...
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Contents
Effective Use of the Uniform Building Code | 19 |
Part Administrative | 25 |
201 | 28 |
Copyright | |
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Common terms and phrases
accordance additional allowable applied approved assembly bars beam bearing bending building official ceiling Chapter column compression computed concrete conform connections considered construction continuous covering Decking determined diameter direction distance Division doors effective elements equal equipment exceed EXCEPTION exit exterior walls face factor feet fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal inches increased installed joints lateral least length less limited liquids load located lumber masonry materials maximum metal nails noncombustible Occupancies one-hour openings parallel percent permitted placed portion pounds protected reinforcement resist roof rooms Select Structural separation shear side slab solid space span Special specified square feet steel storage story strength stress Structural Stud surface Table tension tests thickness Type U.B.C. Standard units values vertical walls welds wide width wire wood