Which of the following methods of structural analysis is a force method? (A) Slope deflection method (B) Column analogy method (C) Moment distribution method (D) None of the above

Which of the following methods of structural analysis is a force method?
(A) Slope deflection method
(B) Column analogy method
(C) Moment distribution method
(D) None of the above
by

1 Answer

Answer :

(B) Column analogy method
by

Related questions

Which of the following methods of structural analysis is a displacement method? (A) Moment distribution method (B) Column analogy method (C) Three moment equation (D) None of the above

Description : Which of the following methods of structural analysis is a displacement method? (A) Moment distribution method (B) Column analogy method (C) Three moment equation (D) None of the above

Last Answer : (A) Moment distribution method

The moment-distribution method in structural analysis falls in the category of (a) Displacement method (b) Force method (c) Flexibility method (d) First order approximate method

Description : The moment-distribution method in structural analysis falls in the category of (a) Displacement method (b) Force method (c) Flexibility method (d) First order approximate method

Last Answer : (a) Displacement method

Which of the following is not the displacement method? (A) Equilibrium method (B) Column analogy method (C) Moment distribution method (D) Kani's method

Description : Which of the following is not the displacement method? (A) Equilibrium method (B) Column analogy method (C) Moment distribution method (D) Kani's method

Last Answer : (B) Column analogy method

In the slope deflection equations, the deformations are considered to be caused by (i) Bending moment (ii) Shear force (iii) Axial force The correct answer is (A) Only (i) (B) (i) and (ii) (C) (ii) and (iii) (D) (i), (ii) and (iii)

Description : In the slope deflection equations, the deformations are considered to be caused by (i) Bending moment (ii) Shear force (iii) Axial force The correct answer is (A) Only (i) (B) (i) and (ii) (C) (ii) and (iii) (D) (i), (ii) and (iii)

Last Answer : (A) Only (i)

For structural analysis of forces, the method refers to (A) Moment-area-theorem (B) Three-moment equation (C) Maxwell's reciprocal theorem (D) None of these

Description : For structural analysis of forces, the method refers to  (A) Moment-area-theorem  (B) Three-moment equation  (C) Maxwell's reciprocal theorem  (D) None of these

Last Answer : (A) Moment-area-theorem 

Pick up the correct statement from the following: (A) The structural member subjected to compression and whose dimensions are small as compared to its length, is called a stmt (B) The vertical compression members are generally known as columns or stanchions (C) Deflection in lateral direction of a long column, is generally known as buckling (D) All the above

Description : Pick up the correct statement from the following:  (A) The structural member subjected to compression and whose dimensions are small as  compared to its length, is called a stmt  (B) The ... in lateral direction of a long column, is generally known as buckling  (D) All the above

Last Answer : (D) All the above

In the virtual work method of plastic analysis of steel structures, the virtual quantity is (a) Slope (b) Moment (c) Load (d) Displacement

Description : In the virtual work method of plastic analysis of steel structures, the virtual quantity is (a) Slope (b) Moment (c) Load (d) Displacement

Last Answer : (d) Displacement

The rate of change of bending moment is equal to (a) Shear force (b) Slope (c) Deflection (d) None of these

Description : The rate of change of bending moment is equal to (a) Shear force (b) Slope (c) Deflection (d) None of these

Last Answer : (a) Shear force

Bending moment at any section in a conjugate beam gives in the actual beam (A) Slope (B) Curvature (C) Deflection (D) Bending moment

Description : Bending moment at any section in a conjugate beam gives in the actual beam (A) Slope (B) Curvature (C) Deflection (D) Bending moment

Last Answer : (C) Deflection

In the displacement method of structural analysis, the basic unknowns are (A) Displacements (B) Force (C) Displacements and forces (D) None of the above

Description : In the displacement method of structural analysis, the basic unknowns are (A) Displacements (B) Force (C) Displacements and forces (D) None of the above

Last Answer : (A) Displacements

The degree of static indeterminacy up to which column analogy method can be used is (A) 2 (B) 3 (C) 4 (D) Unrestricted

Description : The degree of static indeterminacy up to which column analogy method can be used is (A) 2 (B) 3 (C) 4 (D) Unrestricted

Last Answer : (B) 3

The width of the analogous column in the method of column analogy is (A) 2/EI (B) 1/EI (C) 1/2 EI (D) 1/4 EI

Description : The width of the analogous column in the method of column analogy is (A) 2/EI (B) 1/EI (C) 1/2 EI (D) 1/4 EI

Last Answer : (B) 1/EI

In continuous beam, the intermediate beams are subjected to a. some bending moment b. no bending moment c. no slope d.no deflection

Description : In continuous beam, the intermediate beams are subjected to a. some bending moment b. no bending moment c. no slope d.no deflection

Last Answer : a. some bending moment

The purlins in roof trusses are placed at the panel points essentially to avoid (a) Axial force in rafter (b) Shear force in rafter (c ) Deflection in rafter (d) Bending moment in rafter

Description : The purlins in roof trusses are placed at the panel points essentially to avoid (a) Axial force in rafter (b) Shear force in rafter (c ) Deflection in rafter (d) Bending moment in rafter

Last Answer : (d) Bending moment in rafter

In the time-cost optimisation, using CPM method for network analysis, the crashing of the activities along the critical path is done starting with the activity having (A) Longest duration (B) Highest cost slope (C) Least cost slope (D) Shortest duration

Description : In the time-cost optimisation, using CPM method for network analysis, the crashing of the activities along the critical path is done starting with the activity having (A) Longest duration (B) Highest cost slope (C) Least cost slope (D) Shortest duration

Last Answer : (C) Least cost slope

Which of the following methods is used to estimate flood discharge based on high water marks left over in the past? (A) Slope-area method (B) Area-velocity method (C) Moving boat method (D) Ultrasonic method

Description : Which of the following methods is used to estimate flood discharge based on high water marks left over in the past? (A) Slope-area method (B) Area-velocity method (C) Moving boat method (D) Ultrasonic method

Last Answer : Answer: Option A

In the strain energy method of slope and deflection ,load is applied a. gradually b.suddenly c.with an impact. d.None.

Description : In the strain energy method of slope and deflection ,load is applied a. gradually b.suddenly c.with an impact. d.None.

Last Answer : c.with an impact.

Which bracket is used in Macaulays method of slope and deflection. a.Parenthesis() b.Square brackets [] c.braces {} d.None.

Description : Which bracket is used in Macaulays method of slope and deflection. a.Parenthesis() b.Square brackets [] c.braces {} d.None.

Last Answer : b.Square brackets []

Communi Community attitudes, zoni es, zoning restrictions, and qua and quality of labor force are l ce are likely to be considered in which of the fo considered in which of the following location decis llowing location decision methods? ion methods? a. transportation transportation method b. locational break-even locational break-even analysis analysis c. center-of-gravity center-of-gravity method d. simulation e. factor rating method

Description : Communi Community attitudes, zoni es, zoning restrictions, and qua and quality of labor force are l ce are likely to be considered in which of the fo considered in which of the following ... analysis analysis c. center-of-gravity center-of-gravity method d. simulation e. factor rating method

Last Answer : e. factor rating method

In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at (A) Less loaded column (B) More loaded column (C) A point of the maximum shear force (D) A point of zero shear force

Description : In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at (A) Less loaded column (B) More loaded column (C) A point of the maximum shear force (D) A point of zero shear force

Last Answer : Answer: Option D

The horizontal deflection of a parabolic curved beam of span 10 m and rise 3 m when loaded with a uniformly distributed load l t per horizontal length is (where Ic is the M.I. at the crown, which varies as the slope of the arch). (A) 50/EIc (B) 100/EIc (C) 150/EIc (D) 200/E

Description : The horizontal deflection of a parabolic curved beam of span 10 m and rise 3 m when loaded with  a uniformly distributed load l t per horizontal length is (where Ic  is the M.I. at the crown, which  varies as the slope ... arch).  (A) 50/EIc (B) 100/EIc (C) 150/EIc (D) 200/E

Last Answer : (D) 200/E

A rolled steel joist is simply supported at its ends and carries a uniformly distributed load which causes a maximum deflection of 10 mm and slope at the ends of 0.002 radian. The length of the joist will be, (A) 10 m (B) 12 m (C) 14 m (D) 16 m

Description : A rolled steel joist is simply supported at its ends and carries a uniformly distributed load which  causes a maximum deflection of 10 mm and slope at the ends of 0.002 radian. The length of the  joist will be,  (A) 10 m  (B) 12 m  (C) 14 m  (D) 16 m 

Last Answer : (D) 16 m 

In moment distribution method, the sum of distribution factors of all the members meeting at any joint is always (A) Zero (B) Less than 1 (C) 1 (D) Greater than 1

Description : In moment distribution method, the sum of distribution factors of all the members meeting at any joint is always (A) Zero (B) Less than 1 (C) 1 (D) Greater than 1

Last Answer : (C) 1

Deflection due to shear force as compared to bending moment will be a.equal b.less c.More d.None.

Description : Deflection due to shear force as compared to bending moment will be a.equal b.less c.More d.None.

Last Answer : b.less

A protective or decorative non-structural element placed at the level of the truss supports and column head is called (a) Eaves girder (b) Baluster (c ) Eaves board (d) Tie girder

Description : A protective or decorative non-structural element placed at the level of the truss supports and column head is called (a) Eaves girder (b) Baluster (c ) Eaves board (d) Tie girder

Last Answer : (c ) Eaves board

Pick out the correct statement. (A) The slope of the stripping line is always less than unity (B) For a given separation in a binary distillation column, with increase in reflux ratio (above the minimum reflux ratio), the fixed cost of the distillation column first increases and then decreases (C) In Ponchon-Savarit method of no. of theoretical plate determination, the stripping and rectifying operating lines are vertical at total reflux (D) Kremser-Brown-Souder's equation is used to calculate the efficiency of a plate tower

Description : Pick out the correct statement. (A) The slope of the stripping line is always less than unity (B) For a given separation in a binary distillation column, with increase in reflux ratio ( ... (D) Kremser-Brown-Souder's equation is used to calculate the efficiency of a plate tower

Last Answer : C) In Ponchon-Savarit method of no. of theoretical plate determination, the stripping and rectifying operating lines are vertical at total reflux

Deflection is found out by moment area method by using a. First moment of area. b. Second moment of area. c. Third moment of area. d.None.

Description : Deflection is found out by moment area method by using a. First moment of area. b. Second moment of area. c. Third moment of area. d.None.

Last Answer : a. First moment of area.

The expression EI d4y/dx4 at a section of a member represents a. Shearing force b. rate of loading c. bending moment d.slope.

Description : The expression EI d4y/dx4 at a section of a member represents a. Shearing force b. rate of loading c. bending moment d.slope.

Last Answer : b. rate of loading

.The expression EI d3y/dx3 at a section of a member represents a.Shearing force b.rate of loading c.bending moment d.slope.

Description : .The expression EI d3y/dx3 at a section of a member represents a.Shearing force b.rate of loading c.bending moment d.slope.

Last Answer : a.Shearing force

The expression EI d2y/dx2 at a section of a member represents a. Shearing force b.rate of loading c.bending moment d.slope.

Description : The expression EI d2y/dx2 at a section of a member represents a. Shearing force b.rate of loading c.bending moment d.slope.

Last Answer : c.bending moment

The slope of shear force line at any section of the beam is also called (a) Bending moment at that section (b) Rate of loading at that section (c) Maximum Shear force (d) Maximum bending moment

Description : The slope of shear force line at any section of the beam is also called (a) Bending moment at that section (b) Rate of loading at that section (c) Maximum Shear force (d) Maximum bending moment

Last Answer : (b) Rate of loading at that section

What are the shortcomings of grillage analysis which is commonly used in structural analysis of bridges?

Description : What are the shortcomings of grillage analysis which is commonly used in structural analysis of bridges?

Last Answer : Grillage analysis suffers from the following shortcomings based on E. C. Hambly: (i) For coarse mesh, torques may not be identical in orthogonal directions. Similarly, twists may differ in ... moment in an element depends on the curvatures in the beam's direction and its orthogonal direction.

For structural analysis, Maxwell's reciprocal theorem can be applied to: (A) Plastic structures (B) Elastic structures (C) Symmetrical structures (D) All the above

Description : For structural analysis, Maxwell's reciprocal theorem can be applied to: (A) Plastic structures (B) Elastic structures (C) Symmetrical structures (D) All the above

Last Answer : (B) Elastic structures

A cantilever of length is subjected to a bending moment at its free end. If EI is the flexural rigidity of the section, the deflection of the free end, is (A) ML/EI (B) ML/2EI (C) ML²/2EI (D) ML²/3EI

Description : A cantilever of length is subjected to a bending moment at its free end. If EI is the flexural  rigidity of the section, the deflection of the free end, is  (A) ML/EI (B) ML/2EI (C) ML²/2EI (D) ML²/3EI

Last Answer : (D) ML²/3EI

Maximum deflection of a cantilever due to pure bending moment M at its free end, is (A) ML²/3EI (B) ML²/4EI (C) ML²/6EI (D) ML²/2EI

Description : Maximum deflection of a cantilever due to pure bending moment M at its free end, is (A) ML²/3EI (B) ML²/4EI (C) ML²/6EI (D) ML²/2EI

Last Answer : (D) ML²/2EI

The maximum bending moment and deflection for two way slab is much _____- ____than that of a one wayslad. (a) Greater (b) Smaller (c) Equal (d) All of these

Description : The maximum bending moment and deflection for two way slab is much _________than that of a one wayslad. (a) Greater (b) Smaller (c) Equal (d) All of these

Last Answer : (b) Smaller

Which of the following does not include different learning methods? a) Memorization b) Analogy c) Deduction d) Introduction

Description : Which of the following does not include different learning methods? a) Memorization b) Analogy c) Deduction d) Introduction

Last Answer : d) Introduction

In Torque-Voltage analogy, the Moment of Inertia of a mechanical rotational system is analogous to

Description : In Torque-Voltage analogy, the Moment of Inertia of a mechanical rotational system is analogous to (A) Capacitance C. (B) Inductance L. (C) Resistance R. (D) Inductive reactance XL

Last Answer : In Torque-Voltage analogy, the Moment of Inertia of a mechanical rotational system is analogous to Inductance L.

Williot-Mohr diagram is used to determine a.slope of beams b.107 dynes c.deflection in beams d.deflection in trusses e.slope of trusses

Description : Williot-Mohr diagram is used to determine a.slope of beams b.107 dynes c.deflection in beams d.deflection in trusses e.slope of trusses

Last Answer : d. deflection in trusses

A beam 3m long simply supported at its ends ,is carrying a point load W at the centre.If the slope at the ends of the beam should not exceed 10,find the deflection at the centre of beam? a.18.41 mm b.13.45 mm c.17.45 mm d.21.67 mm.

Description : A beam 3m long simply supported at its ends ,is carrying a point load W at the centre.If the slope at the ends of the beam should not exceed 10,find the deflection at the centre of beam? a.18.41 mm b.13.45 mm c.17.45 mm d.21.67 mm.

Last Answer : c.17.45 mm

A cantilever of length 3 m carries a uniformly distributed load over the entire length.If the deflection at the free end is 40 mm,find the slope at the free end. a.0.0115 rad b.0.01777 rad c.0.001566 rad d.0.00144 rad

Description : A cantilever of length 3 m carries a uniformly distributed load over the entire length.If the deflection at the free end is 40 mm,find the slope at the free end. a.0.0115 rad b.0.01777 rad c.0.001566 rad d.0.00144 rad

Last Answer : b.0.01777 rad

The slope at the free end of a cantilever of length 1m is 10 .If the cantilever carries a uniformly distributed load over the whole length ,then the deflection at the free end will be a.1cm b.1.309 cm c.2.618 cm. d.3.927cm.

Description : The slope at the free end of a cantilever of length 1m is 10 .If the cantilever carries a uniformly distributed load over the whole length ,then the deflection at the free end will be a.1cm b.1.309 cm c.2.618 cm. d.3.927cm.

Last Answer : b.1.309 cm

A beam is designed on the basis of a. Maximum deflection. b.Minimum deflection c.Maximum slope d.None.

Description : A beam is designed on the basis of a. Maximum deflection. b.Minimum deflection c.Maximum slope d.None.

Last Answer : a. Maximum deflection.

The vertical distance between the axis of the beam before and after loading at a point is called as _______ a. Deformation b. Deflection c. Slope d. None of above.

Description : The vertical distance between the axis of the beam before and after loading at a point is called as _______ a. Deformation b. Deflection c. Slope d. None of above.

Last Answer : b. Deflection

Which of the following statements is/are true for a simply supported beam? a. Deflection at supports in a simply supported beam is maximum. b.Deflection is maximum at a point where slope is zero . c. Slope is minimum at supports in a simply supported beam. d. All of the above.

Description : Which of the following statements is/are true for a simply supported beam? a. Deflection at supports in a simply supported beam is maximum. b.Deflection is maximum at a point where slope is zero . c. Slope is minimum at supports in a simply supported beam. d. All of the above

Last Answer : b.Deflection is maximum at a point where slope is zero .

In cantilever beam the slope and deflection at the free end is ---------. a.zero b.maximum c.minimum d.none of above.

Description : In cantilever beam the slope and deflection at the free end is ---------. a.zero b.maximum c.minimum d.none of above.

Last Answer : b.maximum

The most widely used method for analysing the performance of a marketing strategy is A)cost analysis. B)sales analysis. C)distribution analysis. D)promotional analysis. E)target market analysis

Description : The most widely used method for analysing the performance of a marketing strategy isA)cost analysis. B)sales analysis. C)distribution analysis. D)promotional analysis. E)target market analysis

Last Answer : B)sales analysis.

Which one of the following methods is best suited for mapping the distribution of different crops as provided in the standard classification of crops in India? (A) Pie diagram (B) Chorochromatic technique (C) Isopleth technique (D) Dot method

Description : Which one of the following methods is best suited for mapping the distribution of different crops as provided in the standard classification of crops in India? (A) Pie diagram (B) Chorochromatic technique (C) Isopleth technique (D) Dot method

Last Answer : (B) Chorochromatic technique

Which method is not included in seven Project Selection Methods? A. Financial Analysis B. Strategic Alignment C. Weighted Scoring Model D. Straight line Model (Ans.)

Description : Which method is not included in seven Project Selection Methods?  A. Financial Analysis B. Strategic Alignment C. Weighted Scoring Model D. Straight line Model (Ans.)

Last Answer : D. Straight line Model (Ans.)

Which of the following met Which of the following methods best considers intan hods best considers intangible costs related to a l gible costs related to a location decision? ocation decision? a)Weighted method b)Location break-even analysis c)Transportation method d)Assignment method e) None of the above

Description : Which of the following met Which of the following methods best considers intan hods best considers intangible costs related to a l gible costs related to a location decision? ocation decision? a) ... b)Location break-even analysis c)Transportation method d)Assignment method e) None of the above

Last Answer : b)Location break-even analysis