By circle of mohr dij find: -main efforts [50 5 15 5 15] 20 10 MPC 10 20.
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- QUESTION 1 Consider Port Plyllis wind site, assume you are installing a G80-2000 Wind turbine (k=2.67. and c=8.4m's at 10 m (from data fit). What is the . of increased aunual energy produced fiom 50m to 100m hub height. Consider the site roughness length is 0.017m. Use the Wind power calculator. A 9% B. 229 C. 12% D. 1%A:YV 36 ll 46.ll Test 3.pdf F1 F2 a F3 A d. C a F4 E Consider the following values: - F5 a = 12 m; b = 10 m; c = 10 m; d = 8 m; F1 = 6 kN; F2 = 7 kN; F3 = 8 kN; F4 = 9 kN; F5 = 10 kN; a = 30° 0 = 45° B = 60° 1] What is the resultant moment of the five forces acting on the rod about point A? a) - 111.6 kN.m b) 112.6 kN.m c) - 184.6 kN.m d) - 109.6 kN.m e) - 104.1 kN.m f) None of them 2] What is the resultant moment of the five forces acting on the rod about point B? a) -95.8 kN.m b) 42.7 kN.m c) 80.9 kN.m d) 10.9 kN.m e) 51.8 kN.m f) None of them 3] What is the resultant moment of the five forces acting on the rod about point C? a) 32.6 kN.m b) - 21.1 kN.m c) 17.4 kN.m d) - 16.5 kN.m e) 15.6 kN.m f) None of them 4] What is the resultant moment of the five forces acting on the rod about point D? a) 37.6 kN.m b) 73.8 kN.m c) 71.6 kN.m d) 52.1 kN.m e) 21.1 kN.m f) None of them 5] What is the moment of the force F2 about point E? a) 90.7 kN.m b) - 88.1 kN.m c) 54.6 kN.m d) 103.1 kN.m e)…Formül; TL 2 5 için c = cz =;(1-0,630b/a) M,(!zy .2– ly .y) + M,(1z .z – lzy.y) Tmaks = Gab Czab³G' Мy T M= 300 N -m B = 60° 2tA Iz.ly – Izy² Ox + Oy Ox – Gy 21xy Ox + Øy tan28, - cos20 + Txysin20 , Jort = O- dy •B Iz + 0y ) + 16 mm Ty'y' = sin20 + Trycos20 , omaks.min = 16 mm D -40 mm--40 mm→| Tmaks = +: An M pair of forces is applied to the beam shown in cross-section in a plane that makes vertical B vaccination. Find the stress at point A. O -3,37 MPa O 3,37 MPa O -4,87 MPa O 5,86 MPa O -5,86 MPa
- I am not entierly sure where I when wrong here but I ended up getting 38.188lbs as an incorrect answer. I am pretty confident in my meathod I just belive I made an algibraic error. Could you solve this for me? thank you so much.Concepts 20 / 21 100% 生 PROBLEM 7.98 Determine the membrane stress in a basketball of 240 mm diameter and 3 mm wall thickness that is inflated to a gage pressure of 62 kPa. [Ans. 1.2 MPa] 15 PROBLEM 7 99full solution with dimension analysis pls
- GIVE ME THE COMPLETE SOLUTION FOR THISTHIS IS THE ANSWER ACC TO THE ANSWER KEY I JUST NEED HELP FOR THE SOLUTION Theta3/T = ((5*s^2 + 9*s + 9))/(15*s^5 + 47*s^4 + 117*s^3 + 161*s^2 + 81*s)1. ! SHOW COMPLETE SOLUTION ! *pls draw FBD *pls use data give properly : rate will be low if not explained properly Problem 1: The pulleys are frictionless and of negligible weight Find: 1.1 Tension (N) in the cord supporting block B. 1.2 Acceleration at Block A (m/s^2) 1.3 Acceleration at Block B (m/s^2) 1.4 Acceleration at Block C (m/s^2)a 4 Exercise 7 -Opening and closing a boiler door for b) Calculate retracting speed, retracting time, travel speed ratio and travel time ratio. ictin Characteristic data required for calculation: Piston surface area: Ap = 2.0 sq. cm Piston ring surface area: APR = 1.2 sq. cm Stroke length: = 200 mm S Pump delivery rate: = 2 l/min b Retracting speed Retracting time Travel speed ratio Travel time ratio
- - An arrow is layinched at va so m/s and 10°. Fird the maximun. height, and the fime it takes to reach this height Answer: h 134.78 m, t=5.24 jec. %3D Provide compele soition witn derivarion ot fonnulas (integrals and denvatives). Complete unit / soution piease. Gravitational constant g=9-8Sy Step-by-Step Calculator - Syn x b Change in length of strut DC X b The displacements at points I x A WebAssign - ENGR 2331 Su2 x -> A webassign.net/web/Student/Assignment-Responses/last?dep=26956849#Q6 W 24 Statically Indeterminate S x E Apps M Gmail D YouTube Maps O Reading list A rigid bar of weight W= 810 N hangs from three equally spaced vertical wires (length L- 150 mm, spacing a= S0 mm): two of steel and one of aluminum. The wires also support a load Pacting on the bar. The diameter of the steel wires is d-2 mm, and the diameter of the wire is d,=4 mm. Assume E, - 210 GPa and E, = 70 GPa. Rigid bar of weight W (a) L. Rigid bar of weight W (b) (a) What load P (in N) can be supported at the midpoint of the bar (x = a) if the allowable stress in the steel wires is 200 MPa and in the aluminum wire is 65 MPa? (Se figure part (a).) (b) What is P (in N) if the load is positioned at x = a/2? N (c) Repeat part (b) if the second and third wires are switched as shown in the figure part…Q1 ( shown. * The stresses in a bracket were obtained from a 3D finite element analysis as (a) [A] = 0 (c) [σA] = [20 0 15 (e) [σA] = Which of the following stress tensors [A] correctly corresponds to the stress state at point A, as represented by the infinitesimal cube above. (All units in MPa.) 10 25 L15 25 -30] [-20 0 15 0 -10 -25 15 -25 -30 20 20 0 -15] 0 10 25 -15 25 -30] 30 15 25 25 Y [20 15 0 10 -25 -25 -30. (b) [A] = 15 LO (f) [A] = [20 (d) [A] = 0 L15 0 15 10 -25 -25 -30] OH O 0 [-20 -15] 0 -25 -15 -25 -30] -10