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This section includes InterviewSolutions, each offering curated multiple-choice questions to sharpen your knowledge and support exam preparation. Choose a topic below to get started.

1.

The clear spacing between effective lengths of intermittent welds should not be ______(a) less than 16t in case of tension joint, where t is thickness of thinner plate(b) less than 12t in case of compression joint, where t is thickness of thinner plate(c) less than 20t in case of tension joint, where t is thickness of thinner plate(d) less than 20t in case of compression joint, where t is thickness of thinner plateI got this question at a job interview.This interesting question is from Design of Welds topic in division Welded Connections of Design of Steel Structures

Answer»

Right answer is (a) less than 16t in case of tension JOINT, where t is thickness of thinner plate

Explanation: The clear spacing between EFFECTIVE LENGTHS of intermittent WELDS should not be less than 16 times and 12 times the thickness of thinner plate jointed in case of tension joint and compression joint respectively, and should never be more than 200MM.

2.

What is the overall length of fillet weld to be provided for lap joint to transmit a factored load of 100kN? Assume site welds and width and thickness of plate as 75mm and 8mm respectively, Fe410 steel.(a) 500mm(b) 382mm(c) 201mm(d) 468mmThe question was posed to me during an interview.My enquiry is from Design of Welds in section Welded Connections of Design of Steel Structures

Answer» CORRECT answer is (c) 201MM

For EXPLANATION I would say: Minimum size of weld = 3mm

Maximum size of weld = 8-1.5 = 6.5mm

Assume size of weld = 5mm

Effective throat thickness = 0.7 X 5 = 3.5mm

Strength of weld = 3.5×410/(√3 x1.5) = 552.33 N/mm

Required length of weld = 100 x 10^3/552.33 = 181.05 mm

length to be provided on each side = 181/2 = 90.5mm

End return = 2×5 = 10mm

Overall length = 2 x (90.5 + 2 x 5) = 201mm.
3.

What is the strength of weldper mm length used to connect two plates of 10mm thickness using a lap joint?(a) 795.36 N/mm(b) 295.5N/mm(c) 552.6 N/mm(d) 487.93 N/mmI got this question in an international level competition.This is a very interesting question from Design of Welds topic in division Welded Connections of Design of Steel Structures

Answer»

The correct CHOICE is (a) 795.36 N/mm

Easy explanation: Minimum size of WELD = 3mm

Maximum size of weld = 10-1.5 = 8.5mm

Assume weld size = 6mm

Effective throat THICKNESS, te = 0.7 X 6 = 4.2mm

Strength of weld = te [fu/(√3 x 1.25)] = 410 x 4.2 /(√3 x 1.25) = 795.36 N/mm.

4.

What is the effective throat thickness dimension of 10mm fillet weld made by shielded metal arc welding and submerged arc welding?(a) 4.6mm, 5mm(b) 5mm, 4.6mm(c) 8.6mm, 7mm(d) 7mm, 8.6mmI got this question in final exam.Question is taken from Design of Welds topic in section Welded Connections of Design of Steel Structures

Answer» CORRECT answer is (d) 7MM, 8.6mm

Explanation: a) Using SHIELDED metal arc welding PROCESS,

effective throat thickness = 0.7a = 0.7×10 = 7mm

b) Using submerged arc welding (we get BETTER penetration than shielded metal arc welding):

a = 10+2.4 = 12.4mm

effective throat thickness = 0.7a = 0.7×12.4 = 8.6mm.
5.

Two plates of 12mm and 16mm thickness are to be joined by groove weld. The joint is subjected to factored tensile load of 400kN. Due to some reasons the effective length of weld that could be provided was 150mm only. What is the safety of joint if single-V groove weld is provided?(a) Safe(b) Unsafe(c) Unsafe, but adequate(d) Safe, but adequateThis question was posed to me in a national level competition.I'm obligated to ask this question of Design of Welds topic in section Welded Connections of Design of Steel Structures

Answer»

Right choice is (B) Unsafe

Best EXPLANATION: Lw = 150mm, Throat thickness, te = 5×12/8 = 7.5 mm

Strength of weld = Lwtefy/1.25 = 150×7.5x250x10^-3/1.25 = 225kN < 400kN. Therefore JOINT is unsafe and INADEQUATE.

6.

When fillet welds are subjected to combination of normal and shear stress, the equivalent stress is given by :(a) √(fa^2+q^2)(b) √(fa^2+2q^2)(c) √(3fa^2+q^2)(d) √(fa^2+3q^2)I had been asked this question during an online interview.I'm obligated to ask this question of Design of Welds in section Welded Connections of Design of Steel Structures

Answer»

The correct answer is (d) √(fa^2+3q^2)

The EXPLANATION: When fillet welds are SUBJECTED to combination of normal and shear stress, the equivalent stress is given by fe = √(fa2+3q^2), where fa = normal STRESSES, compression or tension, due to axial force or bending MOMENT, q = shear stress due to shear force or tension.

7.

When welds are subjected to compressive or tensile or shear force alone, the stress in weld is given by :(a) P/ttlw(b) Ptt/lw(c) Pttlw(d) Plw/ttThe question was posed to me in class test.My enquiry is from Design of Welds topic in division Welded Connections of Design of Steel Structures

Answer»

Correct choice is (a) P/ttlw

The explanation: When welds are subjected to compressive or TENSILE or shear force ALONE, the stress in weld is given by q = P/ttlw , where q=shear stress in N/MM^2, P = force transmitted, tt = effective throat thickness of weld in mm, LW = effective length of weld in mm.

8.

The design nominal strength of fillet weld is given by ____________(a) fu(b) √3 fu(c) fu/√3(d) fu/(1.25 x √3)This question was posed to me by my school principal while I was bunking the class.The doubt is from Design of Welds topic in chapter Welded Connections of Design of Steel Structures

Answer»

The CORRECT CHOICE is (c) FU/√3

Easy explanation: Design nominal STRENGTH of FILLET weld = fu/√3, where fu is smaller of ultimate stress of weld or parent metal.

9.

Which of the following option is incorrect?(a) Effective length of groove weld should not be less than 4 times the weld size(b) Effective length of groove weld should be less than 4 times the weld size(c) Effective length of intermittent weld should not be less than 4 times the weld size(d) Effective length of intermittent weld should have a minimum length 80mmThis question was addressed to me during an online exam.My question is taken from Design Specifications topic in section Welded Connections of Design of Steel Structures

Answer» RIGHT answer is (b) Effective length of groove weld should be LESS than 4 TIMES the weld size

For EXPLANATION I would say: Effective length of groove weld should not be less than 4 times the weld size. Effective length of intermittent weld should not be less than 4 times the weld size, with a minimum of 40mm.
10.

The length of overlap of plates to be fillet welded in lap joint ____(a) should not be less than 4 times the thickness of thinner part(b) should be less than 4 times the thickness of thinner part(c) shouldbe less than 2 times the thickness of thinner part(d) should not be less than 2 times the thickness of thinner partThe question was posed to me in an interview.I need to ask this question from Design Specifications topic in chapter Welded Connections of Design of Steel Structures

Answer»

Correct choice is (a) should not be less than 4 times the THICKNESS of thinner part

For EXPLANATION I would say: The LENGTH of overlap of PLATES to be fillet welded in lap joint should not be less than 4 times the thickness of thinner part.

11.

The effective throat thickness is K times the size of weld. What is the value of K when angle between fusion faces is 80˚?(a) 0.5(b) 0.65(c) 0.7(d) 1I have been asked this question in final exam.My question is from Design Specifications in section Welded Connections of Design of Steel Structures

Answer»

Right option is (c) 0.7

To EXPLAIN: The value of K VARIES with ANGLE between fusion FACES. Values of K for different ANGLES between fusion faces are :

Angle between fusion faces

60˚-90˚

91˚-100˚

101˚-106˚

107˚-113˚

114˚-120˚

K

0.7

0.65

0.6

0.55

0.5

12.

Which of the following is not true regarding effective throat thickness of weld?(a) Effective throat thickness should not be less than 3mm(b) It should not exceed 0.7t or 1t, where t is thickness of thinner plate of elements being welded(c) Effective throat thickness = K x size of weld, where K is a constant(d) Effective throat thickness = K x (size of weld)^2 , where K is a constantThe question was asked during an internship interview.The origin of the question is Design Specifications in chapter Welded Connections of Design of Steel Structures

Answer» CORRECT choice is (d) Effective throat THICKNESS = K x (size of weld)^2 , where K is a constant

For explanation: Effective throat thickness is the shortest distance from the root of fillet weld to FACE of diagrammatic weld(LINE joining the toes). The effective throat thickness should not be less than 3mm and it should not exceed 0.7t or 1t, where t is thickness of thinner plate of elements being welded. Effective throat thickness = K x size of weld, where K is a constant which DEPENDS on angle between fusion faces.
13.

End returns are made ________(a) equal to twice the size of weld(b) equal to half the size of weld(c) equal to the size of weld(d) equal to thrice the size of weldThe question was asked in an online quiz.This key question is from Design Specifications in division Welded Connections of Design of Steel Structures

Answer»

Correct ANSWER is (a) equal to twice the size of weld

The BEST I can explain: END returns are made equal to twice the size of weld to relieve the weld lengths from high stress CONCENTRATIONS at the ends.

14.

Effective length of fillet weld is _______(a) equal to overall length plus twice the weld size(b) twice the overall length plus twice the weld size(c) equal to overall length minus twice the weld size(d) twice the overall length minus twice the weld sizeThis question was addressed to me during an online exam.The question is from Design Specifications in portion Welded Connections of Design of Steel Structures

Answer»

Correct choice is (c) EQUAL to overall length minus twice the WELD size

The best I can EXPLAIN: EFFECTIVE length of fillet weld is taken equal to overall length minus twice the weld size. The deduction is made to allow for craters to be FORMED at the ends of welded length.

15.

What is the minimum specified length of fillet weld?(a) two times the size of weld(b) four times the size of weld(c) six times the size of weld(d) half the size of weldI got this question in a job interview.Origin of the question is Design Specifications topic in chapter Welded Connections of Design of Steel Structures

Answer»

The correct option is (b) four TIMES the size of weld

For explanation: As per IS CODE, the actual LENGTH of FILLET weld should not be less than four times the size of weld. If this requirement is not met, the size of weld should be one fourth of the effective length.

16.

The maximum size of fillet weld is obtained by _______(a) adding 1.5mm to thickness of thinner member to be jointed(b) adding 3mm to thickness of thinner member to be jointed(c) subtracting 3mm from thickness of thinner member to be jointed(d) subtracting 1.5mm from thickness of thinner member to be jointedI had been asked this question in homework.My doubt stems from Design Specifications in division Welded Connections of Design of Steel Structures

Answer» RIGHT CHOICE is (d) SUBTRACTING 1.5mm from thickness of thinner member to be JOINTED

The best explanation: The maximum SIZE of fillet weld is obtained by subtracting 1.5mm from thickness of thinner member to be jointed. The maximum size of weld should not be more than 3/4 of the thickness of section at toe when welds are applied to round toe of steel sections.
17.

T-joints are not used to fabricate _________(a) I-shapes(b) T-shapes(c) Brackets(d) Plates joined at straight anglesI got this question in final exam.I want to ask this question from Weld Defects & Types of Joints topic in section Welded Connections of Design of Steel Structures

Answer»

The CORRECT answer is (d) PLATES joined at straight angles

The explanation: T-joints are used to fabricate built up sections such as T-shapes, I-shapes, plate girders, BRACKETS and stiffeners where TWO plates are joined at RIGHT angles.

18.

The minimum size of fillet weld should _______(a) not be less than 3mm(b) be less than 3mm(c) be less than 2mm(d) greater than thickness of thinner part joinedI had been asked this question during an online exam.My question is from Design Specifications in section Welded Connections of Design of Steel Structures

Answer»

The correct option is (a) not be less than 3mm

Explanation: The MINIMUM size of fillet WELD should not be less than 3mm and not more than THICKNESS of thinner part JOINED.

19.

Which of the following are not the assumptions made in the analysis of welded joints?(a) welds connecting various joints are homogenous, isotropic(b) parts connected by weld are rigid(c) only stresses due to internal forces are considered(d) effects of residual stresses are neglectedI got this question in an internship interview.This intriguing question originated from Design Specifications in division Welded Connections of Design of Steel Structures

Answer»

Correct ANSWER is (c) only stresses due to INTERNAL forces are considered

To explain I would SAY: The following are the assumptions made in analysis of welded joints: (i) welds connecting various joints are HOMOGENOUS, isotropic and elastic elements, (ii) parts connected by weld are rigid and their deformations are neglected, (iii) only stresses due to external forces are considered. Effects of residual stresses, STRESS concentration and shape of welds are neglected.

20.

Which of the following is not true regarding lap joint?(a) Connection using lap joint requires large number of erection bolts(b) It can accommodate minor errors in fabrication(c) Lap joints are well suited for shop as well as field welding(d) It introduces some eccentricity of loadsI have been asked this question by my college director while I was bunking the class.This interesting question is from Weld Defects & Types of Joints in portion Welded Connections of Design of Steel Structures

Answer»

The CORRECT CHOICE is (a) CONNECTION using lap joint requires large number of erection bolts

Best explanation: Lap joints offer ease of fitting and ease of jointing. It can accommodate minor errors in FABRICATION or minor ADJUSTMENT in length. They are well suited for shop as well as field welding. Connection using lap joint requires a small number of erection bolts. The main drawback of lap joint is that it introduces some eccentricity of loads, unless a double lap joint is used.

21.

When plates of two different thicknesses and/or widths are joined, the wider or thicker part should be reduced at the butt joint to make __________(a) thickness less than smaller part, the slope being steeper than one in five(b) thickness greater than smaller part, the slope being steeper than one in five(c) thickness equal to smaller part, the slope not being steeper than one in five(d) thickness equal to smaller part, the slope being steeper than one in fiveI have been asked this question in final exam.The above asked question is from Weld Defects & Types of Joints topic in section Welded Connections of Design of Steel Structures

Answer»

The correct option is (c) thickness equal to smaller part, the slope not being steeper than one in FIVE

Easiest explanation: When plates of two different thicknesses and/or widths are joined, the wider or thicker part should be reduced at the butt joint to make thickness equal to smaller part, the slope not being steeper than one in five. When reduction is not possible, the weld metal SHALL be built up at the junction with thicker part to dimensions at least 25% greater than those of thinner part, or ALTERNATIVELY to the dimensions of thicker MEMBER.

22.

What is face reinforcement used in butt joint?(a) It is extra weld metal that makes throat dimensions greater than the thickness of the welded material(b) It is extra weld metal that makes the throat dimensions smaller than the thickness of the welded material(c) It is extra weld metal that makes the throat dimensions equal to the thickness of the welded material(d) It is parent metal makes that the throat dimensions smaller than the thickness of the welded materialThis question was addressed to me during an interview.My question is taken from Weld Defects & Types of Joints in chapter Welded Connections of Design of Steel Structures

Answer»

The correct option is (a) It is EXTRA weld metal that makes throat DIMENSIONS greater than the thickness of the welded material

To explain I would say: Face REINFORCEMENT is extra weld metal that makes the throat dimensions greater than the thickness of the welded material. The provision of reinforcement INCREASES the efficiency of joint and ensures that depth of weld is at LEAST equal to thickness of the plate.

23.

Which of the following are correct regarding butt joints over lap joints?(a) Lap joints eliminates eccentricity whereas butt joints develops eccentricity(b) Butt joints minimizes the size of connection(c) Lap joints are aesthetically pleasing over butt joints(d) Butt joint obtained from full penetration groove weld has 50% efficiencyI got this question during an interview for a job.The origin of the question is Weld Defects & Types of Joints in section Welded Connections of Design of Steel Structures

Answer»

Correct answer is (b) BUTT joints minimizes the SIZE of connection

Easy explanation: Butt joints eliminates eccentricity developed using lap joints. Butt joints minimizes the size of connection and are aesthetically pleasing over lap joints. Butt joint obtained from FULL PENETRATION groove weld has 100% efficiency.

24.

The types of welded joints does not depend on _________(a) size of members connected at joint(b) type of loading(c) area available for welding(d) size of weldI have been asked this question in my homework.My question is from Weld Defects & Types of Joints topic in division Welded Connections of Design of Steel Structures

Answer»

The correct OPTION is (d) size of weld

To explain I WOULD say: The types of welded joints depends on (i) size and shape of members connected at JOINT, (ii) type of loading, (iii) area available for welding at the joint, (iv) relative cost of VARIOUS types of weld.

25.

Cold cracks can be prevented by __________(a) uniform heating(b) by use of low hydrogen electrode(c) faster cooling(d) slower coolingThe question was posed to me by my school principal while I was bunking the class.My doubt is from Weld Defects & Types of Joints in division Welded Connections of Design of Steel Structures

Answer»

The correct answer is (b) by use of low hydrogen electrode

Easiest explanation: Cold cracks occur under room TEMPERATURE run PARALLEL to but under the weld in base metal. Use of low hydrogen electrodes along with PROPER pre-heating and post-heating MAY REDUCE possibility of cold cracks.

26.

Hot cracks can be prevented by __________(a) faster cooling(b) non uniform heating(c) pre-heating(d) slower coolingThis question was addressed to me in my homework.Asked question is from Weld Defects & Types of Joints topic in division Welded Connections of Design of Steel Structures

Answer»
27.

Which of the following is true regarding undercutting defect?(a) Undercutting is due to local increase of thickness of parent metal at weld toe(b) It is due to insufficient current(c) It can be corrected by depositing additional weld material(d) It is not easy to detectThe question was posed to me in an interview for job.This intriguing question originated from Weld Defects & Types of Joints in division Welded Connections of Design of Steel Structures

Answer»

The correct option is (c) It can be CORRECTED by depositing additional weld material

For explanation I would SAY: UNDERCUTTING is due to local decrease of thickness of PARENT metal at weld toe. This results in groove in base metal adjacent to toe of weld and LEFT unfilled by weld metal during welding process. Undercutting may result in loss of gross section and will act as stress riser. This defect may be due to excessive current or longer arc length. It can be easily detected visually and can be corrected by depositing additional weld material.

28.

Which of the following is not true?(a) Porosity is caused due to insufficient current(b) It is caused due to longer arc length(c) It may be due to poor welding procedure(d) It results in stress concentrationThis question was addressed to me in an interview for internship.This interesting question is from Weld Defects & Types of Joints in portion Welded Connections of Design of Steel Structures

Answer»

The correct option is (a) Porosity is caused due to insufficient CURRENT

Easy explanation: Porosity is formed when gas pockets or voids are draped during cooling process. It MAY be due to excessively high current or longer arc length or due to poor WELDING procedure. Porosity results in stress CONCENTRATION and REDUCED ductility of metal.

29.

The production of sound welds is not governed by ______(a) type of joint(b) choice of electrode(c) type of metal plate(d) arc lengthThe question was asked in unit test.The origin of the question is Weld Defects & Types of Joints topic in section Welded Connections of Design of Steel Structures

Answer» RIGHT option is (c) TYPE of metal plate

Explanation: The production of sound welds is governed by type of joint, its preparation, root OPENING, etc. The choice of ELECTRODE, welding position, welding current and voltage, arc LENGTH, rate of travel also affect the quality of weld.
30.

Which of the following is not a reason for incomplete fusion?(a) surfaces to be jointed are coated with oxides(b) insufficient current supplied by welding equipment(c) high rate of welding(d) use of large electrodeI got this question in a national level competition.This interesting question is from Weld Defects & Types of Joints in division Welded Connections of Design of Steel Structures

Answer»

The CORRECT option is (d) use of large electrode

To elaborate: Incomplete fusion MAY result if surfaces to be jointed have not been cleaned properly and are coated with oxides and other foreign materials. Insufficient CURRENT SUPPLIED by WELDING equipment and high rate of welding will result in incomplete fusion.

31.

Which of the following is true?(a) incomplete penetration is found in fillet welds(b) it is due to use of large size of electrodes(c) it is due to excessive welding current(d) it is due to insufficient welding ratesThis question was posed to me by my college professor while I was bunking the class.The question is from Weld Defects & Types of Joints topic in chapter Welded Connections of Design of Steel Structures

Answer»

The correct CHOICE is (b) it is due to use of large size of electrodes

To explain: Incomplete penetration is due to failure of weld metal to penetrate the complete depth of joint where full penetration has been specified. This DEFECT is found in groove welds SUE to UNSUITABLE groove design for selected welding process, use of large size of electrodes, INSUFFICIENT welding current, excessive welding rates.

32.

Which of the following is not true regarding pre-heating of heat affected zone ?(a) Pre-heating does not help to reduce heat affected zone cracks(b) Pre-heating increases the cost of welding(c) It is done to remove surface moisture in highly humid conditions(d) It is done to disperse hydrogen away from weld pool and heat affected zoneThe question was posed to me in an internship interview.I'd like to ask this question from Types and Properties of Welding topic in portion Welded Connections of Design of Steel Structures

Answer»

Correct option is (a) Pre-heating does not HELP to reduce HEAT affected zone cracks

The explanation: Pre-heating of joints help to reduce heat affected zone cracks but increases the COST of welding. It is done to remove SURFACE MOISTURE in highly humid conditions, to disperse hydrogen away from weld pool and heat affected zone, to bring steel to ambient temperature in cold climates.

33.

Choose the correct option regarding weld metal.(a) Weld metal is same as parent metal(b) Weld metal is same as steel(c) It has higher yield to ultimate ratio(d) It has higher ductility compared to structural steelThe question was posed to me during an interview for a job.My enquiry is from Types and Properties of Welding in section Welded Connections of Design of Steel Structures

Answer»

Correct ANSWER is (C) It has higher yield to ultimate RATIO

Explanation: Weld metal is a mixture of parent metal and steel melted from electrode. The SOLIDIFIED weld metal has properties characteristic of cast steel. It has higher yield to ultimate ratio but lower ductility compared to structural steel.

34.

Which of the following is true about slot and plug welds?(a) They are extensively used in steel construction(b) They are assumed to fail in shear(c) The inspection of these welds is easy(d) They are normally used to connect members carrying tensile loadsThe question was posed to me during an interview.I want to ask this question from Types and Properties of Welding topic in section Welded Connections of Design of Steel Structures

Answer»

Correct ANSWER is (b) They are assumed to fail in shear

Explanation: Slot and plug welds are not extensively used in steel construction. They are used to FILL up holes in connections. They are assumed to fail in shear. The inspection of these welds is DIFFICULT. They are useful in preventing overlapping PARTS from buckling.

35.

Groove welds should have ________ strength as member they join.(a) same(b) less(c) greater(d) halfThis question was posed to me during an interview for a job.This question is from Types and Properties of Welding topic in chapter Welded Connections of Design of Steel Structures

Answer»

The correct choice is (a) same

The explanation is: GROOVE WELDS will TRANSMIT FULL load of the members they join, so they should have the same strength as the members they join.

36.

Which of the following is not true regarding fillet welds?(a) They require less precision in fitting up two sections(b) They are adopted in field as well as shop welding(c) They are assumed to fail in tension(d) They are cheaper than groove weldsI had been asked this question in semester exam.Question is from Types and Properties of Welding in section Welded Connections of Design of Steel Structures

Answer»

Right choice is (C) They are assumed to fail in tension

To explain I would say: Fillet welds require less precision in FITTING up TWO sections. They are adopted in field as WELL as shop WELDING. They are assumed to fail in shear and are cheaper than groove welds.

37.

The size of root gap and root face for groove weld does not depend on :(a) type of welding process(b) welding position(c) type of metal plate(d) volume of deposited materialThis question was posed to me in an online interview.My question is from Types and Properties of Welding in portion Welded Connections of Design of Steel Structures

Answer»

Correct choice is (c) TYPE of metal plate

Best explanation: For groove weld, the root opening or gap is provided for the electrode to access the base of the joint. The SIZE of root gap and root face depends on the following : (i) type of welding process, (II) welding position, (III) volume of deposited material, (iv)cost of preparing edges, (v)access for ARC and electrode, (vi)shrinkage and distortion.

38.

Which of the following groove weld is used for plates of thickness more than 40mm?(a) Double-bevel(b) Single-J(c) Single-U(d) Double-UThis question was posed to me during an interview.This question is from Types and Properties of Welding in section Welded Connections of Design of Steel Structures

Answer» RIGHT OPTION is (d) Double-U

The explanation is: The groove is made of double-bevel or double-V for plates of thickness more than 12mm, and made of double-U or double-J for plates of thickness more than 40mm. For plates of thickness between 12-40mm, single-J and single-U grooves MAY be USED.
39.

Which of the following is true about back-up strip provided at bottom of single-V grooves?(a) Back-up strips are commonly used when welding is done from both the sides(b) Back-up strips are commonly used whenroot opening is sufficient(c) It creates a problem of burn-through(d) It introduces a crevice into the weld geometryI had been asked this question in quiz.This is a very interesting question from Types and Properties of Welding in portion Welded Connections of Design of Steel Structures

Answer»

The correct option is (d) It introduces a crevice into the weld geometry

The best I can explain: Back-up strip is provided at the bottom of single-V/bevel/J or U grooves. It is commonly provided when WELDING is done from ONE SIDE or when the ROOT opening is excessive. It introduces a crevice into the weld geometry and prevents the problem of burn-through.

40.

Arrange the following welds in ascending order as per their usage in structural engineering applications.(a) fillet weld, groove weld, slot and plug weld(b) slot and plug weld, groove weld, fillet weld(c) groove weld, fillet weld, slot and plug weld(d) fillet weld, slot and plug weld, groove weldI have been asked this question in homework.The origin of the question is Types and Properties of Welding in section Welded Connections of Design of Steel Structures

Answer»

Correct option is (b) SLOT and plug weld, groove weld, fillet weld

The explanation: Fillet welds are used extensively (about 80%) followed by groove welds (15%). Slot and plug welds are RARELY used (less than 5%) in structural ENGINEERING APPLICATIONS.

41.

Which of the following type of weld is most suitable for lap and T-joints?(a) Fillet weld(b) Groove weld(c) Slot weld(d) Plug weldThis question was addressed to me during an interview.This key question is from Types and Properties of Welding topic in division Welded Connections of Design of Steel Structures

Answer»

Correct OPTION is (a) Fillet weld

Explanation: Fillet welds are SUITABLE for lap and T-joints and GROOVE welds are suitable for butt, corner, and EDGE joints.

42.

Which of the following process does not have high deposition rate?(a) Shielded metal arc welding(b) Electro Slag welding(c) Gas-shielded metal arc welding(d) Flux core arc weldingI have been asked this question in quiz.Question is taken from Welding Process in chapter Welded Connections of Design of Steel Structures

Answer»

Right CHOICE is (a) SHIELDED metal ARC welding

For explanation: Flux core arc welding, gas-shielded metal arc welding, ELECTRO slag welding have high deposition rates.

43.

Which of the following is not correct about electro slag welding?(a) high deposition rates(b) welds flat or vertical joints only(c) multiple electrodes may not be used(d) complicated set-upThe question was asked in class test.Asked question is from Welding Process in division Welded Connections of Design of Steel Structures

Answer»

The correct option is (c) multiple electrodes may not be used

The EXPLANATION: The following are some ADVANTAGES of electro slag welding: (i) high DEPOSITION rates, (ii) multiple electrodes may be used, (iii)low DISTORTION. Some disadvantages are: (i) welds FLAT or vertical joints only, (ii) complicated set-up, (iii)cooling water is needed.

44.

Which of the following welding process is preferred for field application?(a) Shielded metal arc welding(b) Submerged arc welding(c) Gas-shielded metal arc welding(d) Flux core arc weldingI have been asked this question by my school teacher while I was bunking the class.The above asked question is from Welding Process topic in section Welded Connections of Design of Steel Structures

Answer» RIGHT choice is (a) Shielded metal arc welding

For explanation: Submerged arc welding, gas-shielded metal arc welding, flux CORE arc welding, electro SLAG welding can be used when welding is done in fabrication shop. For field APPLICATIONS, shielded metal arc welding is preferred.
45.

Which of the following is true about flux core arc welding?(a) low deposition rate(b) cannot weld narrow angles(c) slag removal required(d) generates less volume of fumes and smoke.I have been asked this question in semester exam.My question is taken from Welding Process topic in portion Welded Connections of Design of Steel Structures

Answer»

Correct option is (c) slag removal required

Easy explanation: The following are some ADVANTAGES of flux core arc welding: (i)HIGH deposition rates, (ii)can be used to groove angles as narrow as 30˚, (iii)welds in all positions can be made, (iv)has EXCELLENT WELD pool control. Some disadvantages are: (i) slag removal required, (ii) generates large volume of FUMES and smoke.

46.

What is the differentiating factor between flux core arc welding and gas-shielded metal arc welding processes?(a) structure and chemical composition of electrode(b) structure and chemical composition of metal plate(c) time of welding(d) process of weldingThis question was addressed to me during an online interview.I would like to ask this question from Welding Process topic in portion Welded Connections of Design of Steel Structures

Answer»
47.

Choose the correct option regarding metal-active gas welding?(a) not suitable for thin metal sheets(b) need to stop welding to change the consumed electrode(c) equipment is not expensive(d) high deposition rateI got this question by my college professor while I was bunking the class.My doubt stems from Welding Process topic in division Welded Connections of Design of Steel Structures

Answer»

The correct answer is (d) high deposition rate

Explanation: GAS-shielded metal arc welding is ALSO called metal-active gas welding. The following are some advantages of gas-shielded metal arc welding : (i) suitable for metals as thin as 0.58mm, (ii)all welding positions can be used, (III) no need to stop welding to change the consumed electrode, (iv)high deposition rates. Some disadvantages are : (i)welding equipment is expensive and COMPLICATED, (ii)cannot be performed outdoors in greater than 8km/hr BREEZE.

48.

Why hydrogen not used excessively for welding?(a) increases welding rate(b) decreases welding rate(c) destroys the metal plate(d) affects the weldThe question was posed to me by my school principal while I was bunking the class.Query is from Welding Process in division Welded Connections of Design of Steel Structures

Answer»

The correct ANSWER is (d) affects the weld

The EXPLANATION is: HYDROGEN causes weld to CRACK. Hence most of the welding PROCESSES are low hydrogen welding process.

49.

Which of the following is true about shielded metal arc welding?(a) equipment cost is high(b) cannot weld different types ofmetals(c) cannot be used for metal sheets under 1.5mm thickness(d) entire electrode can be usedI had been asked this question by my school principal while I was bunking the class.My query is from Welding Process in portion Welded Connections of Design of Steel Structures

Answer»

The correct option is (c) cannot be used for metal SHEETS under 1.5mm thickness

For explanation: The following are some advantages of shielded metal arc welding : (i)LOW equipment cost, (ii)welds many different metals, (iii)welds can be performed in any POSITION, (iv)process less affected by wind, (V)can be performed under most weather conditions. SomeThe disadvantages are : (i)not suitable for metal sheets under 1.5mm thickness,(ii) entire electrode cannot be used, about 25-50mm electrode is wasted.

50.

Which of the following is not correct about submerged arc welding?(a) high deposition rate(b) short set-up time(c) high quality welds(d) slag removal neededI had been asked this question in an online interview.This interesting question is from Welding Process topic in portion Welded Connections of Design of Steel Structures

Answer»

Correct option is (b) short set-up time

For explanation I WOULD say: The following are some ADVANTAGES of submerged arc welding: (i) high deposition rate, (II)high QUALITY welds with good ductility, high impact strength, good corrosion resistance, (iii)good for welding long joints(in excess of 1m), (iv)no eye protection required. Some disadvantages are : (i) long set-up time, (ii)slag removal NEEDED, (iii)used for flat or horizontal fillets only.