aws cwi part b practical question rv0

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PEAM Integrated Welding Academy Questions on Practical / Book of Specification Use the information below to answer question 1 – 9 A welding procedure is being qualified for the welding of A709 grade 36 plates for cyclically loaded structures. Assuming this structure was for the construction of high way bridge. The welding process is SMAW, and the welding configuration is a single V-groove weld with a steel backing. The thickness of the test plate is 15.9 inches. The plate is welded in the vertical position. 1) What is the required electrode classification for this qualification? a. E70XX b. ER70S-X c. E6XT-X d. a and b 2) What is the required preheat and interpass temperature for this Procedure? a. 225 F minimum to 107C maximum b. 300 F minimum to 150C maximum c. 150 F minimum to 107C maximum d. 225 F minimum to 107C minimum e. None of the above 3) For what thickness will this Procedure be qualified if the required tests are successfully passed? a. Unlimited b. 1/8 to 2T inches c. 1/8 to unlimited d. Both a and b e. Both b and c 4) Assuming ASTM A514 and A517 was qualified replacing A709 grade 36 steel. What shall be the required visual inspection criteria to be performed on the completed weld?

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Page 1: AWS CWI Part B Practical Question RV0

PEAM Integrated Welding Academy Limited.RC:1147177

Questions on Practical / Book of Specification

Use the information below to answer question 1 – 9

A welding procedure is being qualified for the welding of A709 grade 36 plates for cyclically loaded structures. Assuming this structure was for the construction of high way bridge. The welding process is SMAW, and the welding configuration is a single V-groove weld with a steel backing. The thickness of the test plate is 15.9 inches. The plate is welded in the vertical position.

1) What is the required electrode classification for this qualification?a. E70XXb. ER70S-Xc. E6XT-Xd. a and b

2) What is the required preheat and interpass temperature for this Procedure?a. 225 F minimum to 107C maximumb. 300 F minimum to 150C maximumc. 150 F minimum to 107C maximumd. 225 F minimum to 107C minimume. None of the above

3) For what thickness will this Procedure be qualified if the required tests are successfully passed?

a. Unlimitedb. 1/8 to 2T inchesc. 1/8 to unlimitedd. Both a and be. Both b and c

4) Assuming ASTM A514 and A517 was qualified replacing A709 grade 36 steel. What shall be the required visual inspection criteria to be performed on the completed weld?

a. The visual inspection shall be performed not less than 48 hours after completion of the weld, in order to check for the susceptibility of these steels to underbead (delayed) cracking

b. The visual inspection shall be performed not less than 48 hours after completion of the weld, in order to permit any weld porosity present at the time of welding to clear up

c. The visual inspection shall be performed in less than 48 hours after completion of the weld, because during these period the weld is said to be solidified

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PEAM Integrated Welding Academy Limited.RC:1147177

d. The visual inspection shall be performed not less than 48 hours after completion of the weld, in order to provide time for the quality personnel to leave the area for X-ray personnel

e. None of the above

5) If the welder who performs this procedure qualification test is also qualified, in what position that individual qualified for production welding?

a. F,OH groove in plateb. F,H,OH fillet in platec. F fillet in piped. None of the above e. All of the above

6) What test specimens are required for this qualification test?a. 2 reduced section tensiles, 2root bends, 2 face bendsb. 2 reduced section tensiles, 4 side bendsc. 2 reduced section tensiles, 2root bends, 2 face bends, 2 macro etch specimensd. 2 reduced section tensiles, 2root bends, 2 face bends, 4 side bendse. None of the above

7) What F – number(s) apply to the proper filler metal for this qualification?a. 1 and 6b. 2 and 6c. 1 and 4d. 4 onlye. 1 only

8) In the welding procedure qualification above, what is the required and acceptable NDT method to be used to verify the soundness of the weld?

a. VTb. UT onlyc. RT onlyd. RT or UTe. None of the above

9) If this same welding procedure is qualified on 16 inches schedule 160 pipe, for what range of diameters and wall thicknesses is this procedure considered qualified?

a. Diameter 16” and over; wall thickness from 3/8 to unlimitedb. Diameter 16” and over; wall thickness over 3/8c. Diameter 16” and over; wall thickness unlimitedd. Diameter 16” and over; wall thickness from 1/8 to 1/2e. None of the above

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PEAM Integrated Welding Academy Limited.RC:1147177

Use the information below to answer question 11 – 20

The Senior Welding Engineer of PEAM integrated welding academy limited has specified a welding procedure specification for her new structural project. The procedure is being qualified for the welding of ASTM A36 steel plate. This procedure was used to qualified individual welder, using SMAW process. The welding engineer also specified B-U2 single V-groove weld configuration with a steel backing, 1/8 root opening, 1/8 root face, 60 degree groove angle. Assuming each individual welder was tested on 25.4mm thickness test plate at 3G position.

10) For what thickness is this qualification valida. Unlimitedb. Also qualifies for welding fillet welds on material of unlimited thicknessc. a & bd. 5/16” to ¾”e. None of the above

11) What test specimens are requireda. 2 side bends testsb. 1 face bend and 1 root bendc. 1 T-joint breakd. 2 side bends and 2 root bendse. None of the above

12) Of the following, which electrode classification is considered to be best suited for this qualification

a. E7018b. E7028c. E6010d. a & ce. None of the above

13) Assuming the same welder had an existing qualification on 2 inch schedule 80 pipe. The pipe materials are API 5L Grades X42 and X52; SMAW welding process in horizontal fixed (5G) position. For what range of diameters is this qualification valid

a. 4 or smallerb. 4 or largerc. ¾” through 4”d. Test diameter and belowe. All diameters

14) What test specimens are required in question 13 abovea. 2 face bends and 2 root bendsb. 1 face bend and 1 root bendc. 2 face bends, 2root bends and 2 reduced section tensiles

Page 4: AWS CWI Part B Practical Question RV0

PEAM Integrated Welding Academy Limited.RC:1147177

d. 2 side bends and 2 reduced section tensilese. 4 side bends

15) What is required preheat and interpass temperature for this joint (in question 13 above)

16) What F-number(s) apply to the proper filler metal for this qualification(in question 13 above)

17) What will be the required filler specification for this qualification (in question 13 above)

18) If the welder who performs this qualification test passed, in what positions is that individual qualified for production welding

19) Where should the designation E8015-X be place on procedure qualification recorda. Line 1b. Line 2c. Line 13d. Line 24e. None of the above

20) Where should the designation FCAW be place on procedure qualification recorda. Line 5b. Line 20c. Line 35d. Line 2e. None of the above

21) The designer has specified the joint B-U2a-GF for the welding of two structural members. If the specified groove angel is 30 degree, and the root opening is 3/16 for the initial groove preparation. What is the range of groove angle permitted as fit up for this joint

a. (25 to 40) degreeb. (15 to 35) degreec. 1/16 in to 3/16 ind. 1/16 in to 1/8 ine. None of the above

22) The designer has specified the joint B-U2-GF for the welding of two structural members. If the specified range of root face as (0 to 1/8 in) for the initial groove preparation of (0 to 1/8 in). What is the range of root face permitted as detail for this joint

a. 0 to 3/16 inb. 1/16 in to 3/16 in

Page 5: AWS CWI Part B Practical Question RV0

PEAM Integrated Welding Academy Limited.RC:1147177

c. 1/16 in to 1/8 ind. 1/8 in to 3/16 in

23) The designer has specified the joint B-U2a-GF for the welding of two structural members. What is the specified root opening for prequalified joint, using the gas shielded FCAW process

a. ¼ inb. 3/8 inc. 3/16d. Not specified

24) The designer has specified the joint B-U2a-GF for the welding of two structural members. What is the acceptable welding processes for the joint

a. FCAWb. PAWc. EBWd. GTAWe. None of the above

Prepared by UDEH Anthony, Director PEAM Int. Welding Academywww.peamweldingacademy.com

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