Solve the following questions, show your solution and box yourfinal answer.1m 1mPSITUATION 1. Given that P3000 Nand Q = 1000 N in the figureHA1.5mA1. Determine the force in member CD2. Determine the force in member Jk3. If CD = 6000 N and GDB1.5m1000 N%3D(both under compression) determine theGvalue of P.1.5mK VFIGURE - 01

Two types of forces involved in building any structure are tension and compression. Every material…

Answered: Solve the following questions, show…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Q2: A: Find the maximum value of (p) that can be applied to the beam shown. Use f =21.7 MPa and fy 350 MPa (WD.L is included the self-weight of beam). Wu =7 kN/m D.L 2028 500 mm 4028 250 mm -7.5 m- Page 1 of 2 170004
Q3: Three forces are acting on a steel plate with 4m length by 4m width shown in figure. These three forces are required to cause a horizontal resultant acting through point A. If F = 405N, %3D 1) The value of horizontal resultant R is: A.
2. b) using hyperwork Hand written plzz Question 2 (a) For the beams shown in Figure 2, determine the natural frequencies using four elements. Let E; p and A be constant for the beams.. 0.5D BIRD 1.5D 2D L 0.5 2L 1.5L (b) Redo Question 2a using hyperwork software with E = 3 x 10' psi, p = 0:00073 lb-s²/in", D = 1.5 in, L=3 in.
(1) (2) P A B C 0.45 m 1.30 m The assembly above starts out at 52 degrees celsius. What is the final position of C after a load of P = 10 kN is applied and the temperature is cooled to a final temperature of 30 degrees celsius? Enter distance C moves in mm into D2L answer box. In Pdf, be clear if it moves to the right or the left. Assume the following: (1) Bar AB is 60mm x 6 mm thick, E = 65 GPa, a1 = 9.5 x 10* /°C. (2) Bar BC is 20mm in diameter, E = 170 GPa, a2 = 7.5 x 10*/c. Your Answer: Answer
Dont Copy from chegg need step wise step and correct answers only Use Finite Elemental method Calculate the displacement at the free end of the inclined beam shown in Figur the problem when the applied load is parallel to the x- axis and has a magnitude of 15000 N. Repcat 20000 N 1 = 2000 cm A = 25 cm? 45 400
The uniform beam has a mass of 41 kg per meter of length. Determine the reactions at the supports. A Ay Answers: Your answer is partially correct. Bx² By= || i 2130.60 2982.3 2 m N N N 1.3 m 390 kg B
P1/Calcu late the value of fovce P Such that the Vartical and hovizon tal displacement at point A not exceed lomm? B 300mm 6.omm 3. E= 200 lo Mpa 6m
In (Figure 1), FA = FB = 610 N. Figure B 0.4 m FA FB A 0.3 m Part A Determine the couple moment acting on the pipe assembly and express the result as a Cartesian vector. Enter the x, y and z components of the couple moment separated by commas. Express your answers in newton-meters to three significant figures. Mc = Submit Provide Feedback - ΑΣΦ Request Answer ↓↑ vec ? N.m Next >
EXERCISE 5. dy r-2y Solve dr and find the particular solution when y(1)=-1 %3D
Q3: Three forces are acting on a steel plate with 4m length by 4m width shown in figure. These three forces are required to cause a horizontal resultant acting through point A. If F = 405N, %3D 1) The value of horizontal resultant R is: E D P. B.
WHILE USING RAYLEIGH-RITZ METHOD TO ESTIMATE THE NATURAL FREQUENCIES OF A CANTILEVERED BEAM FIXED AT X=0 AND FREE AT X=L WHICH OF THE FOLLOWING FUNCTIONS ARE ADMISSABLE RITZ-BASIS FUNCTIONS FOR STRASVERSE DISPLACEMENT ? 141 A) WOC) = x² UT B) W (x) = x² c) w(x) = NONG OF THESE MAKAWAD KHA asutus ZPLXZP
Derive the equation of the resonance frequency of the uniform cantilever beam shown below by using method of conservation of energy. [Solution tips: Umax, maximum strain energy is equal to max. kinetic energy of vibrating body.] j'm dx ( M(x)² T. U = max El xp- 1/2

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