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Good morning, gentleme We must reinforce and repair some metal bridges, but I would like to know if for this work I must apply the d1.5 code? I think AWS D1.5 is only for building new bridges. I will appreciate your answers Juan

I am working with the D1.1, I have a prequalified wps with GROUP II materials, can I use this same WPS to weld group I with group II materials?

Good day: We are pre-assembling a roof of a structure, which will be raised 20 meters high, the client requests a topographic protocol, it demands tolerances of the final structure for this pre-assembly at ground level. The ceiling has the dimensions 10 x 20 meters. That is good? THANKS JATE

Good morning, gentlemen: We have a WPS, due to customer request it is required to change the welding process: FCAW (E71T8) will replace SMAW (E 7018), The question is if we should make a new PQR. No impact required, Standard: ASME IX. Thanks for your attention JATE

Can you help me: If ASME IX said: QW-203 LIMITS OF QUALIFIED POSITIONS FOR PROCEDURES Unless specifically required otherwise by the welding variables (QW-250), a qualification in any position qualifies the procedure for all positions Then Why piping are tested to qualify wps position 6g ...

Thanks for the answers: We have a WPS for 3G position, I can generate WPS to position 1G and 2G with the PQR of the first WPS. We are using the same material. Juan

I have a question, can you help me: I can weld a tank under api 650 only with asme ix 1G, 2G and 3G qualified welders (10,000 barrel tank) Thanks JATE

Thanks HTURKAK

Good Morning: DTI installation say: "Put DTI under bolt head bump against bolt head", but if does we put an washer between the DTI and the bolt head, would it have a problem?

What happens if the bolts break before the DTI washer of the indication;

Good Morning: The same bolt is tensioned with a torque meter and gives a much greater value than the one obtained by applying a DTI washer. why? Bolt: A325 Diameter: 7/8 " Torque value: 890 lb-ft JATE

Please can you help me: A WPS of a contractor qualified with the Asme IX of past years must be qualified again under the current asme ix? Thank JATE

Friends: Can I use a WPS under asme B31.3 used with the same client years ago. My client indicates that it must be re-qualified. Thank for your help. JATE

Hello , can you help me: We have to install a flange Ø34" with your packing, the piping class asks me: GASKET: 1/8" mm thick 316SS / Graphite, Spiral-Wound Gasket, ASME CLASS 900 RF FLANGES: WN Flanges Class 900 RF, ASTM A694 Gr F52. Bolting: A193 Gr B7 : ( Ø 3 1/2") PIPE INTERNAL...

Good day: When the NDT tests have been carried out at 100% of the welded joints, the hydrostatic tests must be carried out or they may not be carried out in b31.3. We have made a line of 3 km of tailings of 34 ". Thanks for your help Juan Torres

Good Morning: We have a 34 "pipeline in a mine - tailings water, we have approved our WPS under ASME IX, but the management wants the welding joints to be evaluated under API 1104, is this possible ??? Thanks for yours answer Juan

Thank Mr. Metengr, but: E71T8 and E71T8-Ni Its are the same group: SFA 5.29.

Good moornig my teacher: I have a PQR , in that PQR we use electrode : ET1T8, but we had an mistake when wrote our WPS, in that document we put how eletrode the ET1T8-Ni, i am not sure , Can it be rejected by the client? Thsnk for your answer. Juan Torres

Hello my dear friends We have only welder in 3G position , but now we should to weld in 5F position , can the Welder makes that Job? Please help me? Thanx JATE

CAN YOU HELP ME : DOES A WELDER ASME IX 6G CAN WELD IN AWS D1.1?