Q3/ The frame shown in Fig.(3) in equilibrium state:- 800N Im A/ Draw ( F.B.D) for the frame when you needed B/ Determine the reactions at fixed support (A). 2m 400 N Fig.(3) Im

Q: 6) What is the reaction at A in KN? 7) What is the vertical reaction at B in KN?

A:

Q: A telescope with tripod weighs 40 pounds and has geometry as shown in the figure and parameter…

A:

Q: Q2: The beam loaded shown in Fig.(2) in equilibrium state:- A/ Draw (F.B.D) for the beam.. B /…

A:

Q: P1. Determine the distance x measured from the y axis to the centroid of the area of the iangle…

A:

Q: - For the frame shown in Figure (2), determine the reactions at A and C. 2m 20 AN 150 kN.m 100 LN 4…

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Q: 10-123 Locate the principal axes and determine the max- imum and minimum moments of inertia for the…

A: Consider the following given diagram:

Q: 3.2 a uniform beam of mass 460 kg is loaded as shown below. Calculate support reactions at A and B…

A:

Q: Determine the centroid of the darkened region.

A: Divide the given area into 4 sections as follows:

Q: 命1 C. зт Fig.1

A: Given data in question  Internal hinge in a beam One end fixed other on roller To find out  ILD for…

Q: Q2: The beam loaded shown in Fig.(2) in ~uilibrium state:- A/ Draw (F.B.D) for the beam. B /…

A:

Q: 6. Determine all reactions: A tin 5' B 10' 2.5 K 3 K 60° 45° 1.7 K

A:

Q: Qe: For the beam shown in Fig.Qu. Determine the reactions at A and B. Draw F.B.D for the system? 300…

A: FBD-

Q: 12 km m Skulm 3m 8k1/m flm X

A: Given data  Find support reaction.

Q: 240 240 600 N 120 96 40 18 kg 600 N Dimensions in mm Fig. P4.50

A: To find - Moment at support A and C.

Q: Determine the reactions at A and C when (a) a = 0, (b) a = 30°.

A:

Q: - 5- E -5ta- 5- B 400 lb - 5 600 lb FIG. P-358. .

A:

Q: The cylinder is made of two materials such that it has a mass of m and a center of gravity at point…

A: Consider the figure.

Q: B CD E F 8.29 Draw the influcnce lines for the reaction moment at A Hinge Hinge support A and the…

A:

Q: Determine the reactions for the beam shown in Fig. 13.25 by the method of least work

A: Degree of Indeterminacy :  The beam is supported by four reactions.So, the degree of indeterminacy,…

Q: Find the reactions at supports A and C. 240 240 600 N 120 40° 18 kg 600 N Dimensions in mm Fig.…

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Q: B: For the beam shown in Fig. (2), draw the influence line for reaction at supports A, C and D. B…

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Q: Ap 60⁰° B 1 m 1 m C m 1" 60 D 13 KN

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Q: The beam is loaded and supported as shown in the figure, (a)Find the reaction at hinge support(kN).…

A:

Q: Problem: Calculate the pin reactions at each of the pins in the frame shown. 100 N 250 N 2 m D…

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Q: nine the reaction(s) at point A bints) 70KN/m 45KN 25KN/m 0.60m 1平 65KNM 18KN/m 2.0m 5m 2.5m

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Q: 35 k I k/ft 2 k/ft E -10 ft -10 ft -10 ft -20 ft El = constant FIG. P14.8

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Q: 87 Determine the components of the reactions at A and B, (a) if the 60-lb load Fig. P6.87

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Q: How many compatibility equations are needed to be added to the equilibrium equations to solve for…

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Q: Q2/A 500 N force acts on the box B .Resolve this force in two components ,one along (AO) and the…

A:

Q: For the frame shown in Fig 2, determine the reactions at A an F and the pin reactions at B on ABC.…

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Q: Q1: Determine the maximum live moment at C caused by the moving load for the beam shown in Fig. (1).…

A:

Q: The beam shown in Fig.2 is hinged at A and roller supported at B and C. It has an internal hinge at…

A:

Q: Determine the reactions at A and B for * .equilibrium of the member in fig

A: Given- Load=50kn,20kn

Q: 520 N/m 230 N/m Chinged 15m 6m BO 13m N

A:

Q: For the structure shown on figure 3, determine the line of influence of: a) The reaction at A b)…

A: Using Muller Bresllau's Principles  For ILD of a reaction: The support must be removed and the point…

Q: 1) Solve for the reaction of B. 2) Solve for the reaction of E

A:

Q: Detemine the resultant of the line loading, given that wo 36 lb/ft. 8.137 wo Fig. P8.137

A: To find: The resultant of the line loading given in the figure.The following information has been…

Q: Activity 2. For the A-Frame shown, determine the components of the hinge reactions at B and C. 3m…

A:

Q: Q1/ Determine the resultant of the force system shown in Fig.Q1 120N 25ON 60 30 Fig.Q1 10ON

A:

Q: What is the reaction at the supports for the beam shown?

A: Given data in question  UDL 30 kN/m Span 40 m Internal hinge  To find out  Reactions

Q: FIG.P3.9 Determine the reactions at the supports for the beam shown 30 kN/m 70 KN ty

A: Note:- Hi! Thank you for the question As per the honor code, We’ll answer the first question since…

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.