Solve the value of Ely' 4m from the free end. 6 kN 2 kN/m 4 kN ITIIT T A 3 m -1.5 m 1.5 m- 103kNm^2 D-401kNm^2 D -145kNm^2 D-96.67kNm^2

Q: now complete solution in each forces the given truss, Compute support reactions Compute all member…

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Q: locate fhe centroid of the area by integr ation

A: Centroid (x  ,  y ) for the area enclosed by given curves is: x ¯ = 1A∫abxf(x)-g(x)dx y ¯ =…

Q: Replace the three horizontal forces and applied couple with an equivalent force-couple system at O…

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Q: Using: Conjugate beam method and Considering the beam provided. If EI = 200000 kNm^2? Determine the…

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Q: 2. Find and draw influence lines of Fea, and the vertical component of Fee. A в D E F 5 m 6 at 6 m =…

A: Given- L=36m The diagram is given below-

Q: Solve the value of Ely 1m from the free end. 6 kN 2 kN/m 4 kN A -1.5 m--1.5 m- m -3m- O-28.92kNm^3 B

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Q: y' = 983kN m 120(2.0x108 kN/m²)(2.60x10-³ m²)(13.33 m) [−5x4 + 6(13.33 m)²x² − (13.33 m)4] = 0 -

A: The given equation is   The solution is shown in below image

Q: 10 kN Calculate Moment abou -0.6 m- -0.6 m- 1. Point A 2. Point B A 227 15 KN 60 0.8 m 60° 0.4 m B

A: To find moment about point A and B

Q: Problem No. 1 Using double integration method to determine the value of X that must be applied at…

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Q: &. the triangle f focces and Draw F= 200N delermime the magnitude and directon f the 40 resultant…

A: The following figure shows the Triangle of the forces.

Q: FIND THE MOMENT OF THE 1.2 kN FORCE ABOUT POINT A AND ABOUT POINT B

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Q: ***** For the shown forces, the coordinate direction angle (a) for the resultant force equals.. You…

A: We resolve all the loads along x y and z axes α is the direction cosine of resultant force R with…

Q: The resultant of two forees, one in the negedivex direcllon and the other in the negative y…

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Q: 2a. Determine the location of the centroid of the built-up section measured from the top. 2b.…

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Q: B) RA =, KN, R, =, KN/m 60 KN/m 55KN 175 KN 6.00 m R. 1.50 m 4.00 m.

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Q: The beam shown in Figure 1 supports a distributed load of 20 kN/m. A is a pin support, and B is a…

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Q: If unit load moves along A to C (Bottom Chords), construct influence lines and determine ordinates…

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Q: Find the forces in the members of the space truss shown in Fig. P.4.13; suggested axes are also…

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Q: H.W. 1 4.0 m 1.6 m 1 m 3.6 m A =? 2 m P = ? 2.0 m T= ? 17.0 m T 1.2 m 7.0 m 0.90 m Z2 3.0 m - B

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Q: 1. From the figure, determine a. Rx b. Ry c. Magnitude of Resultant d. The inclination of the…

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Q: 150 kN 96 kN/m A |C 5 m 8 m

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Q: Construct the influence lines for the member force of AB, BG, and CD. Load moves along AE.

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Q: 234.5 KN 60 3.0 COMPUTE the HORIZONTAL avd VERTICAL YOINT DISPLACEMENTS 125.8 KN tc using the METHOD…

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Q: 35 KN/m 50 KN 1.0 m|1.0 4.0 m R1 R2

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Q: unit Load Methoel by EI: const 2 m Im 1o sN A

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Q: Determine the vertical displacement at point B. Note: Use two (2) decimal places in the final…

A: first, calculate support reactions then find the sectional moments and draw FBD Then build the…

Q: Q.3 determine moments around the points A and B? A A 2m 100 KN 530 45 Sm to 60

A: Given- To find- Moments about point A and B.

Q: find the reactions. Determine the following. a) EIy at 1m from pin support b) EIy' at midspan c) EIy…

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Q: 1 m 1 0.8 m B 4 kN 2 m 4 m 1.4 m C P D 4 kN 3 m 2 m E

A: Given data  Find y value at D.

Q: A) RA=, KN, RB = KN 50 KN 20 KN/m 75 KN 15 KN/m 1m 1m A В 3.00 m 1 m 1m

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Q: Calculate the earth pressure at rest and distance at which the net at rest force acts.

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Q: Calculate the plastic moment (kN- m) of the built-up section formed by the channels and rectangular…

A: Plastic Moment :  Any loading above this point theoretically results in infinite plastic…

Q: determine the deflection at the left overhang

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Q: 27 kN A 2m B 30⁰ 22 kN 3m 6. In Figure 2, Which of the following gives the distance of the resultant…

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Q: Shear at point B

A: The question is from solid mechanics subject and is from the topic shear force and bending moment:…

Q: A TITLETI O Option 1 X₁ 35.7 kN.m 15 kN/m 1. What is the moment at midspan if X1 = 2.0m O 73.5 kN,m…

A: Assume Hinged Support reaction R1 (vertical)  H1 ( Horizontal) Roller support Reaction R2 For…

Q: Figure Q2 shows a statically determinate plane truss subjected to a horizontal concentrated load at…

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Q: Draw the shear, bending moment, and axial force diagrams and the qualitative deflected shape for the…

A: As problem is too long, so only 1st part is solved. For 2nd part, post them as a separate question…

Q: In the Figure Given Cage System a) Support Data Calculation. b) AC and AD Calculate the forces in…

A: To support reactions and force in member AD and AC

Q: Determine the internal forces at point J when = 90 °.

A: Internal Forces: The force exerted by the part of the structure on the remaining other parts of the…

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.