A uniform live load of 4 kN/m and a single concentrated live force of 20 kN are placed on the floor beams. If the beam also supports a uniform dead load of 700 N/m determine: E 2 m- 2 m- 2 m- 2 m - 2 m- a) Influence line for shear in panel DE.

Q: In a fixed beam two internal hinge are provided as shown in figure, the reactive moment A and B…

A: Given, A beam

Q: 1) Determine the reaction at pins A and D for the frame and distributed load shown

A: Given a frame with Uniformly varying load and it is asked to find reactions at pin support A and…

Q: The beam (in Fig.3) is used to support a distributed live load of 4 kN/m, and a concentrated live…

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Q: " 8-2 Construct the influence lines for FRA FOB, ME, FQE, FRC, FRD MF, FQF by using static (or…

A: Construct ILD for : FRA , FQB , ME, FQE , FRC, FRD, MF, FQF

Q: The truss shown carries the following uniform live load and concentrated live load. F G 3 m B 3 @ 4…

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Q: A uniform live load of 6.5 kN/m and a single concentrated live force of 15 kN are placed on the…

A: Given Data: Uniform live load of 6.5 kN/m Single concentrated live force of 15 kN Uniform dead load…

Q: 254 CHAPTER 6A INFLUENCE LINES FOR STATICALLY A PROBLEMS Sec. 6.1-6.3 6-1. Draw the influence line…

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Q: Draw the influence lines for (a) the vertical reaction at B, (b) the shear just to the right of the…

A: Given A beam Required Influence line for (a) the vertical reaction at B, (b) the shear just to the…

Q: Problem 2. Draw the influence lines for (a) the shear in the panel CD of the girder, and (b) the…

A: Given data in question  Simply supported beam  Span member length  To find out  ILD for shear and…

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: Construct the influence line for shear and bending moment at B, D, E. B C D E F Hinge Hinge 6 m -6 m…

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Q: a) Draw the influence line for the bending moment at point C b) Determine the maximum positive and…

A: Given Data Point load (P) = 100 KN  UDL live load (wL) = 50 KN/m  UDL dead load (wd) = 20 KN/m…

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

A: Pass a unit load over the beam starting from B, then form an equation and draw the influence lines…

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: 1.5m 800 N/m 3 m B Im 1.5m tismt -1m²7 1.5 m 3m Solve for the reaction components at the ball and…

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

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Q: Draw the influence line for vertical reaction Ey. Enter the magnitude of your influence line when…

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Q: The contractor would like to increase the shore spacing to allow more clearance for access below the…

A: Form work is defined as the temporary construction to provide support to the constructing members…

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: Draw the influence line for member BC and interpret the diagram. 15 ft B @ 20 t- 80 t-

A: The  shear force and bending moment defines the elements influence on beam. The change in shear and…

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: determine the maximum negative shear Vp due to simultaneous application of uniform ntensity 12…

A: Maximum negative shear force due to point load (x/l)* value of concentrated load and  here x=10ft…

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

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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: 20' B hinge C 8 R₁, Re M. and V 10' D 10' E Draw an influence line for reaction at A and determine…

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Q: #2 Draw the influence lines for (a) the vertical reaction at A, (b) the shear at C, and (c) the…

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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: A uniform live load of 3 kN/m and a single live concentrated force of 45 kN can be placed on the…

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Q: Draw the influence line for the shear within panel cd and for the moment at e in the girder.…

A: Draw the influence line for the shear within panel cd and for the moment at e in the girder.To…

Q: 7) 5 kN 20 kN/m D A -2 m- -3 m- 1 m m

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Q: B |--2011--+ Hinge ft- -20 ft- C -30 ft- D -30 ft- Hinge E F -15 ft--15 ft-

A: ILD can be drawn using Muller Breslau Principle. Providing unit displacement along the required…

Q: Maximum Reaction at support A, VA Maximum Reaction at support B,  VB Maximum Shear at cutting plane…

A: Note:As per bartleby guidelines, only 1st 3 parts among multiple parts, need to be solved. For rest…

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

A: Diagram with sub-sections;

Q: D D A C 3m 6m 4m Draw the influence line for shear at C. Determine the equivalent maximum negative…

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Q: The draw of the influence line for member CF in the truss below is E Moving Unit Load on Deck (1…

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Q: Draw the Influence Line Diagram of members HI, KL, IJ, BI, FK, CD, and EF. Determine the maximum…

A: To determine:- ILD for HI, BI, CD, IJ, KL, FK and EF.- Maximum axial tension and compression force…

Q: Determine the maximum live shear at C caused by the moving loads 80 KN 40kN 40kN A 1m 2m 2m B 2m с…

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Q: #2 Draw the influence lines for (a) the vertical reaction at A, (b) the shear at C, and (c) the…

A: ILD for the given beam can be drawn using Muller Breslau principle.  As per Muller Breslau principle…

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.