2. Design of Welded Connections - Awssection.org
2. Design of Welded Connections - Awssection.org
2. Design of Welded Connections - Awssection.org
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AASHTO/AWS D1.5M/D1.5:2002 DESIGN OF WELDED CONNECTIONS<br />
Reproduced with the permission <strong>of</strong> the American Welding Society (AWS), Miami, Florida - 09/15/2011.<br />
Single-bevel-groove weld (4)<br />
Butt joint (B)<br />
Welding<br />
Process<br />
Joint<br />
<strong>Design</strong>ation<br />
SMAW B-U4a U —<br />
GMAW<br />
FCAW<br />
See Notes on Page 43<br />
Figure <strong>2.</strong>4 (Continued) (Millimeters)<br />
16<br />
As Detailed<br />
(see <strong>2.</strong>1<strong>2.</strong>1)<br />
Base Metal Thickness<br />
(U = unlimited) Groove Preparation Allowed<br />
Welding<br />
T1 T2 Root Opening Groove Angle Positions<br />
B-U4a-GF U —<br />
Single-bevel-groove weld (4)<br />
T-joint (T)<br />
Corner joint (C)<br />
Welding<br />
Process<br />
Joint<br />
<strong>Design</strong>ation<br />
SMAW TC-U4c U U<br />
GMAW<br />
FCAW<br />
α<br />
Tolerances<br />
As Fit-Up<br />
(see 3.3.4)<br />
R = +2, – 0 +6, – 2<br />
a = +10°, – 0° +10°, – 5°<br />
Gas<br />
Shielding<br />
for FCAW Notes<br />
R = 6 α = 45° F, H — 1, 9, 13<br />
R = 10 α = 30° F, H — 1, 9, 13<br />
R = 5 α = 30° H Required 9<br />
R = 6 α = 45° H Not req. 9<br />
R = 10 α = 30° H Not req. 9<br />
As Detailed<br />
(see <strong>2.</strong>1<strong>2.</strong>1)<br />
Base Metal Thickness<br />
(U = unlimited) Groove Preparation Allowed<br />
Welding<br />
T1 T2 Root Opening Groove Angle Positions<br />
TC-U4c-GF U U<br />
SAW TC-U4a-S U U<br />
α<br />
Tolerances<br />
As Fit-Up<br />
(see 3.3.4)<br />
R = +2, – 0 +6, – 2<br />
α = +10°, – 0° +10°, – 5°<br />
Gas<br />
Shielding<br />
for FCAW Notes<br />
R = 6 α = 45° All — 1, 12<br />
R = 10 α = 30° F, OH, H — 1, 12<br />
R = 5 α = 30° All Required 12<br />
R = 10 α = 30° F Not req. 12<br />
R = 6 α = 45° All Not req. 12<br />
R = 10<br />
R = 6<br />
α = 30°<br />
α = 45°<br />
F — 12<br />
Reproduced with the permission <strong>of</strong> the American Welding Society (AWS), Miami, Florida - 09/15/2011