-39. Draw the influence line for the force in member CD 6-40. Draw the influence line for the force in member KJ. K J H 3 m GL A D E F Famtam+4m+4m 4 m-4 m-

Q: F6-5. Use the Muller-Breslau principle to sketch the influence lines for the vertical reaction at A,…

A: Since length of beam is not given so we can only predict the qualitative influence lines and can't…

Q: Draw the influence line for the force in member CD.

A: During the movement of a concentrated force across a member, the influence line represents…

Q: Draw the influence lines for the force in member GC of the bridge truss. H G 6m -6 m- B -6 m (a) 6…

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Q: Determine the influence line for the force in member AG, GF and AB.

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Q: Q10) Draw the influence line for the force in member GD, then determine the maximum force (tension…

A: Given  A uniform load of 3 KN/ m is acting on the bridge deck.

Q: A 늘- P 늘 B

A: A beam is given with a vertical roller at A and a horizontal roller at B.     To determine the…

Q: 6-1. Draw the influence lines for (a) the moment at C, (b) the vertical reaction at A, and (c) the…

A: Influence lines  using the Muller Breslau Principle.

Q: Draw the influence line for (internal) bending moment MĘ. Enter the magnitude of your influence line…

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Q: Draw the influence line for (a) the vertical reaction at A, (b) the shear at C, and (c) the moment…

A: (a) Let the unit load is acting on the beam. Consider the following figure. In each case,…

Q: Draw the influence line for member CD. F G H A 3 m E B -4 panels at 4 m = 16 m

A: To draw :- ILD for member CD

Q: 6-11. Draw the influence lines for (a) the vertical reaction at B, and (b) the moment at E. Assume…

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Q: -2m 2 m F B E A D - 2m – -2 m -2 m 2 m -2 m

A: We have draw influence line for shear panel BC and moment at D.

Q: Draw the influence lines for (a) the vertical read (b) the shear at C, and (c) the moment at C.…

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Q: Draw the influence line for the forces in members: UU2 UiL2 and U2Ls 30

A: Influence line diagram for force in member U1U2Consider the free body diagram shown in figure by…

Q: Draw the influence line for the force in member CF, and then determine the maximum compressive force…

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Q: Draw the influence lines for (a) the vertical reaction at A. (b) the shear at C, and (c) the moment…

A: Given data in question  Span member length  To find out  ILD NOTE We will draw ILD using Muller…

Q: A B 1m 5m C 3m D 2m E

A: A simply supported beam overhanging on side is given.The beam is pinned as B and roller supported at…

Q: Question 2: Draw the influence line for the force in member DK. L K H A 1.5 m B] -2 m D F -2 m -2 m…

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Q: |-3 m-3 m– 1. The beam shown below is to be subjected to carry a 24 kN/m dead load, 27 kN/m live…

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Q: *6-60. Draw the influence line for the force in member CD, and then determine the maximum force…

A: So that the maximum force that can develop in member due to uniform live load 800 lb/ft is…

Q: song do 6-6. Solve Prob. 6-5 using the Müller-Breslau principle. 10 ft A - 10 ft C 1. Probs. 6-5/6…

A: Given Span 30 ftTo find out ILDof Rb , Sc and Mc

Q: L K opogo H AM D E 6 ft 6 ft 6 ft 6 ft 6 ft-6 ft- G 8 ft

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Q: 6 ft H B 6 ft C 6 ft D 6 ft K E 6 ft F 6 ft G 6 ft

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Q: QI/- Draw the influence lines for (a) the vertical reaction at G, (b) the vertical reaction at D,…

A: Given data in question  Span member length  Overhanging beam  To find out  ILDs  Note We will draw…

Q: Draw the influence line for the force in member GB of the bridge truss shown. SHOW THE COMPLETE…

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Q: Q3: Draw the influence line for the force in memb maximum live force that can be developed in th…

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Q: 6-1. Draw the influence lines for (a) the moment at C, (b) the vertical reaction at B, and (c) the…

A: Given:A cantilever beamRequired:Influence lines for moment at C, vertical reaction at B and shear at…

Q: AI А -3 3m- B 35 CI -3m É 3m D

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Q: |--4m- L B 4 m K C 4 m D 4 m E Probs. 6-38/39/40 4 m H F - 4 m 3 m G

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Q: 6-13. Draw the influence lines for (a) the moment at C, (b) the shear just to the right of the…

A: The question is based on a section supported on hinge and roller support. The length of the span is…

Q: L -8 ft- K 106 J oggg I B C D -8 ft 8 ft-8 ft-- E 8 ft H F - 8 ft- 8 ft G

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Q: Draw the influence line for the force in member CD.

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Q: H G F 5 m IC ID Sm Sm Sm- 5m

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Q: Problems 6-38/39/40/41 L K B b81a 8 ft 8 ft- J 8 ft. E 8 ft H 8 ft

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Q: Beam has pin at A , roller support at B , draw the influence line of moment at C using muller…

A: According to muller Breslau principle - For influence line of moment at a point on the beam…

Q: 6-10. Solve Prob. 6-9 using the Müller-Breslau principle. | -6 m + A -6 m- C + -6 m-

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Q: Draw the influence line for the force in member GD, then determine the maximum tensile force that…

A: Given a truss carrying uniform live load of 3 kN/m that acts on the bridge deck along the bottom…

Q: Draw the influence line for the force in member CD.

A: Draw free body diagram Consider a unit load at distance 'x' from A Consider the summation of forces…

Q: Draw the influence lines for (a) the vertical reaction at A, (b) the shear at C, and (c) the moment…

A: Lo = 5 +4 + 7+3 = 19

Q: Draw the influence line for member BC and interpret the diagram. H 15 ft A B. 4 @ 20 ft = 80 ft-

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Influence Lines

The graphs that show the variation of a function at a specific point on a beam or truss due to a unit load placed at any point along the structure are known as influence lines in engineering. Some common functions that are studied with influence lines are shear, moment, and deflection. In designing beams and trusses, it is important to use influence lines in structures where loads would move along their span such as bridges, crane rails, conveyor belts, floor girders, etc. The influence lines help to study where a load will create the maximum effect for any of the functions.