Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
From inside the book
Results 1-3 of 76
Page 451
COMPLETE PENETRATION GROOVE WELDS Same as base metal “ Matching ” weld metal must be used ; see Table No. 27 - B - 2 Same as base metal 1. Tension normal to the effective area 2. Compression normal to the effective area 3.
COMPLETE PENETRATION GROOVE WELDS Same as base metal “ Matching ” weld metal must be used ; see Table No. 27 - B - 2 Same as base metal 1. Tension normal to the effective area 2. Compression normal to the effective area 3.
Page 452
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 stress of base metal Same as base metal Weld metal with a ...
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 stress of base metal Same as base metal Weld metal with a ...
Page 532
of and shall be of not less than % -inch - thick metal or % -inch - thick refractory material . Factory - built Chimneys Sec . 3705. Factory - built chimneys shall be installed in strict accordance with the terms of their listings and ...
of and shall be of not less than % -inch - thick metal or % -inch - thick refractory material . Factory - built Chimneys Sec . 3705. Factory - built chimneys shall be installed in strict accordance with the terms of their listings and ...
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