Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
From inside the book
Results 1-3 of 34
Page 439
Weld size is determined by the thicker of the two parts joined , except that the weld size need not exceed the thickness ... If longitudinal fillet welds are used alone in end connections of flat bar tension members , the length of each ...
Weld size is determined by the thicker of the two parts joined , except that the weld size need not exceed the thickness ... If longitudinal fillet welds are used alone in end connections of flat bar tension members , the length of each ...
Page 449
EXCEPTION : When approved , the nondestructive testing rate for an individual welder or welding operator may be reduced to 25 percent , provided the reject rate is demonstrated to be 5 percent or less of the welds tested for the welder ...
EXCEPTION : When approved , the nondestructive testing rate for an individual welder or welding operator may be reduced to 25 percent , provided the reject rate is demonstrated to be 5 percent or less of the welds tested for the welder ...
Page 452
TYPE OF WELD AND STRESS REQUIRED WELD STRENGTH LEVEL ?! 9. Shear on effective area ALLOWABLE STRESS FILLET WELDS 0.30 X nominal tensile strength of weld metal ( ksi ) , except shear stress on base metal shall not exceed 0.40 x yield ...
TYPE OF WELD AND STRESS REQUIRED WELD STRENGTH LEVEL ?! 9. Shear on effective area ALLOWABLE STRESS FILLET WELDS 0.30 X nominal tensile strength of weld metal ( ksi ) , except shear stress on base metal shall not exceed 0.40 x yield ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
Page | 14 |
Effective Use of the Uniform Building Code | 18 |
Definitions and Abbreviations | 38 |
Copyright | |
65 other sections not shown
Other editions - View all
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 covered 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 masonry materials maximum metal nails Occupancies openings parallel percent permitted placed plaster plate portion pounds protected ratio reinforcement resist roof 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