Uniform Building Code |
From inside the book
Results 1-3 of 28
Page 421
In addition , for welded cover plates , the welds connecting the cover plate
termination to the beam or girder in the length ... A distance equal to the width of
the cover plate when there is a continuous weld equal to or larger than three -
fourths of ...
In addition , for welded cover plates , the welds connecting the cover plate
termination to the beam or girder in the length ... A distance equal to the width of
the cover plate when there is a continuous weld equal to or larger than three -
fourths of ...
Page 439
Weld size is determined by the thicker of the two parts joined , except that the
weld size need not exceed the thickness of ... If longitudinal fillet welds are used
alone in end connections of flat bar tension members , the length of each fillet
weld ...
Weld size is determined by the thicker of the two parts joined , except that the
weld size need not exceed the thickness of ... If longitudinal fillet welds are used
alone in end connections of flat bar tension members , the length of each fillet
weld ...
Page 449
A sampling of at least 40 completed welds for a job shall be made for such
reduction evaluation . Reject rate is defined as the number of welds containing
rejectable defects divided by the number of welds completed . For evaluating the
reject ...
A sampling of at least 40 completed welds for a job shall be made for such
reduction evaluation . Reject rate is defined as the number of welds containing
rejectable defects divided by the number of welds completed . For evaluating the
reject ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
Effective Use of the Uniform Building Code | 18 |
497 | 36 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
91 other sections not shown
Other editions - View all
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