Parvinbhai The triangular plate, having a 90° angle at A, supportsthe load P230 lb as shown in (Figure 1).Figure6ft1 of 1 >Part ADetermine the tension in cables BD and CD.Express your answers in pounds to three significant figures. Enter your answers separated by a comma15. ΑΣΦ. 11|voc |T8D-Ten-204.1,163.3Submit Previous Answers Request Answer* Incorrect; Try Again; 5 attempts remainingPart BA.. A. A. 259.8,-9.8,0Determine the at, y, a components of reaction at the ball-and-socket joint at A.Express your answers in pounds to three significant figures. Enter your answers separated by commas.VAX 1 vecSubmitPrevious Answers Request AnswerX Incorrect; Try Again; 5 attempts remaining?< Return to Assignment Provide FeedbackIblb

Answered: Image /qna-images/answer/29500092-8c44-4b2b-a34f-fbcd12a2936b.jpg

The triangular plate, having a 90° angle at A, supports the load P 230 lb as shown in (Floure 1). Figure 60 1 of 1 Part A Determine the tension in cables BD and CD. Express your answers in pounds to three significant figures. Enter your answers separated by a comma Tho. Top 204.1,163.3 Submit VAZ vec Part B Previous Answers Request Answer * Incorrect; Try Again; 5 attempts remaining A.. A. A. 259.8,-9.8,0 Determine the ar, y, a components of reaction at the ball-and-socket joint at A. Express your answers in pounds to three significant figures. Enter your answers separated by commas. 190 ΑΣΦ 111 | voc Submit Previous Answers Request Answer X Incorrect; Try Again; 5 attempts remaining ? < Return to Assignment Provide Feedback Ib ? lb

The triangular plate, having a 90° angle at A, supports the load P 230 lb as shown in (Floure 1). Figure 60 1 of 1 Part A Determine the tension in cables BD and CD. Express your answers in pounds to three significant figures. Enter your answers separated by a comma Tho. Top 204.1,163.3 Submit VAZ vec Part B Previous Answers Request Answer * Incorrect; Try Again; 5 attempts remaining A.. A. A. 259.8,-9.8,0 Determine the ar, y, a components of reaction at the ball-and-socket joint at A. Express your answers in pounds to three significant figures. Enter your answers separated by commas. 190 ΑΣΦ 111 | voc Submit Previous Answers Request Answer X Incorrect; Try Again; 5 attempts remaining ? < Return to Assignment Provide Feedback Ib ? lb

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Use the information given in the figure below. When the supporting posts are removed, calculate the magnitude of the following: the torque on each side and the net torque of the balancing beam. Reminder: Force is not equal to mass. (g=9.8m/s²) 175 15 1251075 05 029 Meters ozs as o7s 125 Meters Express all your answers in whole numbers. T+ Nm Nm Tnet Nm
0/10 Question 6 of 10 Four forces are exerted on the eyebolt as shown. If the net effect on the bolt is a direct pull of 550 lb in the y-direction, determine the necessary values of T and 8. Assume F1380 lb, F2=245 lb, F3=420 lb, 中 = 28 $ F3 F. Answers: T= i e= 요 r ! lb ! ||| Co
During the tensile test, experiment on a sample of mild steel, data represented in the figure below was obtained with an initial diameter (do) of 0.505 inch. At failure, the reduced diameter (d;) of the sample was 0.305 inch. Gauge Length (Lo) is 2 inches and final Gauge Length (L) is 2.625 inches. Answer the questions below: Us TR 70- 60 - Lo LyP *IR 50 - EL PL: proportimal limit EL Elastic limit UXP = 4pper yield point Lyp : Lower us : uiti mated streagth IR : Indicanteed Strengty Rupture TR: True strength Ruptue 40 AL or 8t P 30 **PL (proportimal limt) Direct strain E strain (in/in) aStress Iblinz (esi) 0.003. ogo o-200
8 https://ols.liu.edu.lb/mod/quiz/attempt.php?attempt3D200889&cmid3D11898 ard Events My Courses This course 75% Reset EHide blocks O d 100 [N) Question 3 A force of 500 N is applied on a rigid bar as shown in the figure. The moment of Fabout origin O in clockwise direction is. Not yet answered Marked out of 15.00 F Fag question 4 m 60° Select one O a. 2732 N.m O 1732 N.m Oc 1000 N.m Od. 732 N.m Duestion 4 The moment of the force F=180-b a0out the point o in Cartesien vedtolitorms Not yet anered Maec out of 5.00
A BB-series Astromech Droid of mass 181 kg is suspended by the truss structure shown. The truss structure is pinned to the wall at A and is supported by a rocker against the wall at F. B. 2w F Allow w = 1.5 m . Determine the forces in all the members in the structure and indicate whether they are in tension or compression. Part A - Part A Solve for the force in member AB and state whether it is in tension or compression. Express your answer to three significant figures in units of N. Enter negative value in the case of compression and positive value in the case of tension. Templates Symbols Slope/Displacement Vector undo redo reset keyboard shortcuts help FAB= N Submit Request Answer Part B - Part B Solve for the force in member BC and state whether it is in tension or compression. Express your answer to three significant figures in units of N. Enter negative value in the case of compression and positive value in the case of tension. femplates Symbols Slope/Displacement Vector uado…
Problem 4: Values: a = 300 mm b = 75 mm c = 100 mm Use the graphical method to break F into components parallel to bars AB and BC. If the component parallel to bar AB is 7 kN, what is the magnitude of F? Comments: B This is a perfect example of why the graphical method is useful - we are asked to resolve a force into components that are not perpendicular to one another. It's difficult to apply regular old sine and cosine (i.e. trig) for this because we're not dealing with right triangles. Instead we will use the law of sines and/or the law of cosines. • Start by drawing a vertical line to represent the vector F. Now draw a line parallel to AB passing through the top of F, and another line, also parallel to AB, through the bottom. Repeat for BC. You should have a parallelogram divided into two triangles by the resultant vector F. Pick one of the triangles to work with, use geometry to figure out the angles, and then apply the law of sines to compute the magnitude of F. Remember, these…
A Final-163 - S1 1.pdf - Adobe Acrobat Reader DC (32-bit) O X File Edit View Sign Window Help Home Tools Final-163 - S1 1.pdf x Sign In 2 / 5 図。 138% Search 'Crop Page' Export PDF Q.1) For the plate shown in figure, determine the forces in three ropes if the plate weighs 1.6 kN. bE Edit PDF Create PDF Comment Combine Files 1,2 m EI Organize Pages D Compress PDF 0.8 m y B 0.8 m 2 Redact L0.9m 0.9 m C Protect l Fill & Sign 2 Send for Comme. Convert, edit and e-sign PDF forms & agreements Free 7-Day Trial
1. Note: for part a), you can do this without a calculator; it might be easier to work out the problem symbolically, and then substitute the numbers at the end of the problem. В 2L The axial rod is fixed to the two walls, as shown above. Portion AB is composed of one material (EAB = E), while portion BD is composed of a different material (EBD = 2E). Portion AB has cross sectional area AAB = A, while portion BD has cross sectional area ABD = 2A. EAB = E = 15×106 psi AAB = A = 1 in² EBD = 2E = 30×10° psi ABD = 2A = 2 in² LAB = L = 10 in. LBC = 2L = 20 in. LcD = L = 10 in. An external force, P = 100 kips, is applied at point C as shown below. a) Determine the reaction forces at wall A and D, Ra and Rp. Specify the direction, (→) or (+). b) Deflection at point C. Specify the direction, (→) or (+). (Ans: RA = 100/7 kips →, Rp = 600/7 kips →, & = 1.429x10² in –)
GIVEN : W= 345 N Q°= 27 DEGREE R°= 50 DEGREE S°= 25 DEGREE SOLVE (a) AC= IN NEWTON SOLVE (b) BC= IN NEWTON SOLVE (c) CD= IN NEWTON PLS PLS SHOWS THE COMPLETE SOLUTION AND WRITES LEGIBLY AND ALSO INCLUDES THE FREE-BODY DIAGRAM. WRITE IN FOUR DECIMAL PLACES. TAKE NOTE : USE EQUILIBRIUM NOT LAMI'S THEOREM
The lace Facts on the bracket within the octant shown in Fig.1) Figure Part A HF-520 N-65 and y 45", determine the zy z components of F Enter the components of the force separated by commas. Express your answers in newtons to three significant figures Az ivec 0 F. P. F. Submit Provide Feedback Request Answer ? N
Consider the forces acting on the bracket shown in (Figure 1). Figure Submit VG ΑΣΦ 459 (F₁)z. (F1), (F₁) = Determine the coordinate angle y for F2.(Figure 1) Express your answer in degrees to three significant figures. Submit Request Answer (F2), (F2), (F2), = /30 ΑΣΦ | 11 60% F₂ = 600 N Submit Request Answer VAX 1 vec vec X Incorrect; Try Again; 4 attempts remaining F₁ = 450 N Previous Answers Request Answer Express the force F₁ as a Cartesian vector. Enter the components of the force separated by commas. Express your answers in newtons to three significant figures. ——| ΑΣΦ | |t | vec 195| | S 1 of 1 A @ GERIC ? Express the force 12 as a Cartesian vector. Enter the components of the force separated by commas. Express your answers in newtons to three significant figures, N ? ? N
Engineering Mechanics (Like/Thumbs-up will be given. Write the solutions&FBD legibly. Include negative sign if in Compression, ex. -1,500 or if in Tension, ex. 1,500. Round to the nearest whole number.) I. (Multiple Choice) From the given A-Frame shown above, which statements are true: a. The horizontal reaction at C is equal to 0 b. The vertical reaction at A is upward c. The horizontal reaction at pins B and D are equal in magnitude d. Member BD is a two-force member e. None of the above II. (Compute for the external reactions for all members of the frame shown): > Vertical Reaction at A > Horizontal Reaction at A > Vertical Reaction at E > Vertical Reaction at D > Vertical Reaction at B > Vertical Reaction at C > Horizontal Reaction at C > Horizontal Reaction at B > Horizontal Reaction at D