THE FIGURE IS NOT DRAWN TO SCALE. Also, A and E are BOTH pinned (hinged) supports (even though they're not drawn that way). Numerical values for the parameters shown are P 650 N, d = 0.20 m and h = 0.35 %3D %3D m. For component directions, use x positive to the right and y positive upward.

THE FIGURE IS NOT DRAWN TO SCALE. Also, A and E are BOTH pinned (hinged) supports (even though they're not drawn that way). Numerical values for the parameters shown are P 650 N, d = 0.20 m and h = 0.35 %3D %3D m. For component directions, use x positive to the right and y positive upward.

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

See similar textbooks

Similar questions

Topic: Calculation of stretch: small es. finite deformation Consider the mapping in 2-D only 21 = X1 +7X2 = X1+ u1 82 = (1+e)X2 = X2 + Uz. (1) 1. In terms of y and a compute F, i.e. the Fij's and then compute the Cj = FF.j; recall F = Fi. Now do the following. %3D 2. Take two fibers, viz. dX = e and dY = e2, that is two fibers of unit length along the ej and ez axes, respectively in the reference state. Compute the stretch of dX and dY. 3. Compute the small strains from this mapping with u = 7X2 and ur = eX¡ from above. What would these small strains suggest for the change in lengths of dX and dY? 4. Comment on what you found from the results of 2. and 3. You may want to sketch the deformed state to explain your comments.
Please find the Grashof classification and the Barker classification of the two four-bars: (NOTE: distances are in non-dimensional units. Can use inches or cm) P1) L1=d=4, theta1=0 degrees, L2=a=1.6, theta2=60 degrees, L3=b=5.5, L4=c=4.5 P1) L1=d=1, theta1=0 degrees, L2=a=1.25, theta2=120 degrees, L3=b=1.5, L4=c=2 Please also draw the four-bars to estimate the unknown angles theta3 and theta4.
3. Answer the question completely and write down the given, required and formula that had been used. Provide graph and accurate/comple solution. The value are: V- 1 X- 5 W- 7 Y- 6 Z- 8
Find the standard equation of the sphere with the given characteristics. Center: (-1, -6, 9) Radius: 7 еВook Submit Answer View Previous Question Question 2 of 7 View Next Question Home My Assignments O Request Extension P Type here to search A 31°C 10:44 AM 22-Oct-2 not m esc 17 12/A prt sc delete 23 2 3 4 8. tab Q W R Y U OF A S G H. J K L caps lock shift& C fn + esc alt 目 ctrl ctrl fn alt 6
3. Find VR and Vc AO2=30mm В AB=60mm AC=80mm BC=45mm A B04=50mm 0,= 2 rad/s 0204=70mm 04 O4 Angle of 02A is 45 degrees with respect to positive x-axis.Drawing is not in scale redraw if possible and applicable.
Similarity, solve for P1 as well
For the given 2D element shown in the diagram with positions A = 5 m and B = 5 m, answer the following: a) X (0,B) 1 2 (0,0) 3 (A,B) DIAGRAM NOT TO SCALE Write the expression of basis function associated with point 1, in terms of x and y Submit part Unanswered b) The displacement of node 3 is 0.3 m in the x direction, and 0 in the y. All other node displacements are zero. What is the normal strain component across the element? Submit part Unanswered
Draft and annotate the 2D sketch of support using AutoCAD and mention all the dimensions. Colour the hatched lines (blue) which are inside the curve. 32 R 24 R 3 holes 26 Dia 45R 18 R. 124 Diá 18 R 20 R 22R 76 Support 110 28R
Write down the homogeneous transformations AT & T for the frames shown in Fig.2 Fig.2 Ŷ₁ 30⁰ ZA XA Ŷc XB & Xc 2B 2c ŶB 2
Points for stress vs strain (in image) Assume the compressive concrete strength (f’c) is 3,000 lb/in2 (psi)Calculate a cubic function (3rd order polynomial – Ax3+Bx2+Cx+Constant)Use this function to create a function that describes the slope of the cubic function (the derivative of thecubic function). This new function allows you to calculate the tangent to any point along the curve. Thetangent is the modulus of elasticity (E). The concrete code provides a formula to calculate E for concrete. That formula is:E = 57,000√??′, where f’c is in units of psi, and E is in units of psi.Use the derivative function you calculated to locate the point on the curve where the slope of the curvematches E using the concrete code formula. Express that stress point on the curve as a percentage ofthe compressive strength of the concrete. Now, calculate the secant modulus for the test case using 1,500 psi (50% f’c) as the arbitrary point onthe curve.Assume fracture occurs at the last point…
A rectangular tube of outer width w = 7.5 m, outer height h = 5 m and thickness t = 0.17 m experiences bending through the x axis. What is the moment of inertia of the cross-sectional area In? y -- X MATLAB input variables: format shortEng W = 7.5; h = 5; t = 0.17; moment of inertia I, = m4
Q4. An isometric view of an object is given in Figure Q4. Draw the orthographic projection of this object for the following views: i. ii. Front view; Top view; Left side view; iii. iv. Draw all necessary dimensions on the above views. Y1 Criteria Mark Awarded Max. Mark Comectness of view Line quaity Dimensioning Total 35 17 20 20 20 20 50 20 10 40- 60 30