Write an expression for the unknown Tension in cable AC (hint: use unit vectors!)
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- Solve Q2-22 using both (a) law of parallelogram and (b) Cartesian vectorProblem 3. What is the moment of the 1.4 kN force along the direction of the 1.0 kN force? Express your answer as a magnitude and sketch the direction of rotation about the axis defined by the 1.0 kN force TIGBAO TK 1.0KN X 539 indi 21 150 mm 195 mm 2 4 160 mm 21% ARD 19TO 1.4 kN MEBIRT 0 DAW ITOM 00 1400For the section to the right, find the neutral axis due to the applied moment. (a) First work the problem in x'- y coordinate system. (b) Then work the problem in x-y coordinate system and show the final location of the neutral axis is the same. 5 mm M = 400 N·m 18.57 mm 30° 5 mm 50 mm 5 mm 50 mm O
- 2. Given the cantilever framework below, find the shortest distance from point B to line AC and to line AD. 8' A 3. In the system shown below, determine the length of the common perpendicular between lines AE and BD. Solve in two ways. W = 2200 Ib 4. If the magnitude of a force P acting from A to D is P = 20V73 Ib, determine the component of P that is perpendicular to the plane defined by points E, A, and C. 10' B6 in 60° 20 in Statics Instructor A vertical force of P = 100 lb is required to remove the nail at C from the board. Determine the magnitude of the moment about B exerted by the 100 lb vertical force. Draw a free body diagram for the system. Then, use what you know about moments to solve for Mp What is the magnitude of the moment at point B due to P if P = 100 lb and 9 = 10"? Round to the nearest whole number. Enter a response then click Submit below lb inS00 Ib In the fig. shown, compute the ff: (16-18) the resultant using cosine law (force polygon) 60 R = 35 (19-20) the angle of the R measured 500 lb cW from the x- axis.
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- Using the Cartesian components (rectangular components), determine the resultant of the force vectors answering the magnitude in the space provided below and the direction in the procedure document. Only handwritten Draw to approximate scale the sum-of-forces polygon showing the original vectors and the resultant. In a separate document show the entire work. F = 252lbs, F₂ = 130lbs, a = 65° F3 = 55lbs, m = 6.2, and n = 8.6Consider the pipe assembly in .. {30i+20j30k} N and {60i 10j 55k} N. F₁ F2 = = Part A (Mia),(Mia)y, (M₁A) z = Submit Determine the moment of force F₁ about point A. Enter the components of the moment separated by commas. Express your answers in newton-meters to three significant figures. Part B Request Answer (M2A), (M2A)y, (M₂A) z = Submit Request Answer Part C. Complete previous part(s) VE ΑΣΦ | 41 vec 0.8 m IVE ΑΣΦ Determine the moment of force F2 about point A. Enter the components of the moment separated by commas. Express your answer in newton-meters to three significant figures. vec 1.20 m 0.4 m y ↓↑ ? N.m ? N.mIn your response, please display the full computation and all FBDs that were used. Only round off at the final answer with 4 decimal places. P=2kN, F=3kN, and moment M=0.5kN-m are acting on the structure in the illustration. A pin at Z and a cable RQ connected by a connecting pin R support it. Im ● F ● P S TO M Im R lu W OZ a' 0.8m 3m If the pin support Z's factor of safety against shear stress is 3, determine whether a single or double shear should be provided for an economical and safe design. 4 m The mas allowable shear stress in the pin is 50MPa. Consider the following specifications. Single shear design: 25mm pin diameter Double shear design: 17mm pin diameter