Solve for A1, A2, and Amid

Q: A curved surface ABCD is comprised of three semi-arcs. R1 = 0.5m, R2 = 1m, R3 = 1.5m, the width b of…

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Q: For the given parallel forces, determine its resultant and its location from point A. 25KN/m 20KN/m…

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Q: Determine the vertical displacement at point B if El is 15.0 x 10^3 kNm^2 Note: Use two (2) decimal…

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Q: 2-133. Determine the angle e between the pipe segments BA and BC. 3 ft 4 ft 4 ft 2 ft F = (301 – 451…

A: Determine the angle between the pipe segments BA and BC.

Q: Determine the magnitude and direction # of FA

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Q: HW1: Use the Conjugate beam method to determine the slope at A and displacement at C. El is…

A: In conjugate beam method  Slope in real beam is equal to shear force in conjugate beam.  Deflection…

Q: A dam cross-section is a square facing a water depth of D=15m. Assuming a 1m strip for analysis and…

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Q: Determine the horizontal force required to keep the bend stationary. a.233.56 N → b.134.84 N →…

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Q: Determine the slope at point A. El is constant with E = 200 GPa and I = 450x10ª mm". 50 kN/m 25 kN/m

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Q: 1. Find the bed slope (S) that is necessary to convey a discharge of Q = 12 m3/s in the il lustrated…

A: (1)To find slope(So)??

Q: A block is resting on an incline of slope 5:12. It is subjected to a force F = 1 KN on a slope of…

A: Determine the component of F perpendicular and parallel to the incline.

Q: Problem #1: 30° 65 + C (degrees) F = 4 kN 30° F2= B (kN) 1. Determine the magnitude of the component…

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Q: 30° 16° 44° x (+) q(+) p(+)

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Q: Calculate all the rod forces of the system. (The triangles in the system are equilateral.) 6 kN B C…

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Q: 10 kN/m solve use slope 10 kN/m 8 kN/m A ID deffliction method B o00 4 m 4 m 4 m

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Q: up B What is the total resultant force (kN) that is applied on surface AB? Then find the location of…

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Q: Given a force of magnitude 70ON and directed upward to the left at slope, m = % (3 vertical to 4…

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Q: Analyze the structure below using Double Integration Method. Compute for the 2nd arbitrary constant…

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Q: 10KN/m 5KNM A 5m

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Q: Determine the resultant of the concurrent forces in KN below. F1 = 222 KN, 01 = 59° F2 = 689 KN, 02…

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Q: If theta is 12 degrees and F = 75 KN, determine the resultant along x, (Rx).

A: The resultant force along x-axis, Rx is the summation of all forces acting along positive and…

Q: (Continued) what is McB? 30 kN/m [A В C 4 m 5 m

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Q: y 75 kN 100° (4, 12) 50 kN 160 kN (0, 4) 20° 60° (10, 2) 80 kN-m (4 O(0, 0) 200 kN 140° (13, -5)

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Q: | 10 lb | 60 lb 12 in. 60° BT 8 in. M 45 lb

A: By given data, the Free body diagram is as follows,

Q: Given a cantilever beam, determine the slope and deflection at point A. El is constant. 30 KN/m

A: Deflection of the beam analyzed by the differential equation of the elastic curve. M=EId2ydx2 Double…

Q: Q2: The effect or two forces FA,FB is (5 KN) and acting along u axis, determine the value of FB by…

A: Given:  FA = 3 kN FB = ? resultant force = 5 kN  Using parallelogram law of forces: ( please refer…

Q: Dam has a face curved as shown. Determine the magnitude (in newton) and direction (in degree) of the…

A: Given data: Unit weight = 9810.4321 N/m^3 equation y = x^6 for the non-linear curve

Q: Analyze the given structure below. Calculate for the slope at the free end (Use: DOUBLE INTEGRATION…

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Q: 6 kN B. 3 m

A: Given data: EI is constant.

Q: 1. A rectangular concrete dam is 24 feet tall. It holds the water at the upstream side with 18 feet…

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Q: Find the velocity and discharge through a trapezoidal channel of 1.5 m wide and side slopes of 1.5…

A: Solution Given Data B=1.5 my= 1.2 mManning's conatant n=0.025S=12500

Q: Q1/ Determine the resulting displacement of pin B. Assume: A1=A2= 900 mm2 , E1=E2= 100 GPa , a1=a2=…

A: Given:-A1=A2=900mm2E1=E2=100GPaα1=α2=12*10-6/0C△T=25 degree Celciush = 1000mmθ=650To…

Q: Calculate the horizontal displacement of point B. El is constant for all members 120 kn/m 100 kn В C…

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Q: answer using Conjugate-Beam Method and show complete solution. Problem no. 1 Determine the slope and…

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Q: Given figure shown. The magnitude of the Resultant Force is 48.5898 kN. The angle 0 is 40 degrees…

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Q: Determine the maximum value of F for which the maximum value of vertical component at Point C is…

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Q: 30 kN 50 kN to B D A 1m 3 m 2 m Figure P-403

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Q: A trough has ends in the form of an equilateral triangle of side 4 feet with the base on top. Find…

A: To calculate the force acting on the end of the trough we have to calculate all sides and height of…

Q: PROBLEM 2: The 200 kN block shown has impending motion up the plane caused by the horizontal force…

A: To find coefficient of static friction

Q: 3. Determine the resultant of the three forces acting on the dam and locate its intersection with…

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Q: the magnitude of the horizontal displacement

A: Given, A truss EFGH is shown in the fugure.Axial rigidity =R P  is the magnitude of external…

Q: AE Constant Solve for vertical displacement @ jeintc. in terms of AE. Indicate štN the direction.…

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

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Q: a 30 m steel tape was used to measure aline and the initial pull is 5.5 kg. Pull at time of…

A: Procedure: In order to find the correct horizontal distance between the two points, we need to find…

Q: 12. Water flows with a velocity V =2.5m/s and at a depth of h = 3.5 m in a rectangular channel. What…

A: Given:- The velocity of the water flowing = V = 2.5 m/s The depth of the rectangular channel = h =…

Q: 1. Location of resultant force from x -axis. 12.7 m b) 6 c) 5 m a) m 2. Location of resultant force…

A: the resultant force on x-y plane islet ,R=resultant forcethen,R=20+40-30R=30 KNdownwardfrom the…

Q: Problem 02: Determine the slope and the vertical displacement of point C on the frame. Take E = 200…

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Q: A 2.8m square plate is completely immersed under water in a vertical position such that the two…

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Design of structures using FEA

An arrangement, in which various members are interconnected with their constrained relative motion, the whole arrangement is then known as a structure. The degree of freedom of such a structure is zero. In such a structure, the load can act throughout the length of the structure or at the joints.