-10030A12580A9493 A32001. What is the value of ybar from the 1-1 line 49.81 , 62.59 , 52.69 , 59.6242315487 MM^ 4,34643447 MM^431943887 MM^4 ,31543447 MM^42. What is the value of centroidal MỌI Ixx?237455133 MM^4 , 16794122 MM^43. What is the value of centroidal MOI lyy? 19745122 MM^4 , 228955144 MM^4

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-100 9 41 25 9, A3 200 1. What is the value of ybar from the 1-1 line 49.81, 62.59 , 52.69 , 59.62 42315487 MMA 4,34643447 MM^4 2. What is the value of centroidal MOI Ixx? 31943887 MM^4 , 31543447 MM^4 237455133 MM^4,16794122 MM^4 3. What is the value of centroidal MOI lyy? 19745122 MM^4 , 228955144 MM^4 8+81

-100 9 41 25 9, A3 200 1. What is the value of ybar from the 1-1 line 49.81, 62.59 , 52.69 , 59.62 42315487 MMA 4,34643447 MM^4 2. What is the value of centroidal MOI Ixx? 31943887 MM^4 , 31543447 MM^4 237455133 MM^4,16794122 MM^4 3. What is the value of centroidal MOI lyy? 19745122 MM^4 , 228955144 MM^4 8+81

Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)

5th Edition

ISBN:9781305084766

Author:Saeed Moaveni

Publisher:Saeed Moaveni

Chapter7: Length And Length-related Variables In Engineering

Section: Chapter Questions

Problem 42P

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Load(N) Deflection (mm) 0 0 18.97653 0.000237 32.77441 0.001098 51.461163 0.001594 76.185582 0.001849 87.863388 0.002257 105.729758 0.002586 126.469914 0.003218 143.448229 0.003437 162.779096 0.003581 181.543668 0.004574 195.541246 0.004563 217.83033 0.005191 244.968433 0.005753 253.314036 0.006191 268.431367 0.006538 292.33781 0.006976 316.690668 0.007269 331.577837 0.008005 352.21158 0.008481 373.106153 0.008909 393.808677 0.009246 409.857991 0.009922 429.378258 0.010108 449.377721 0.010512 469.233361 0.010947 489.128391 0.011398 510.003982 0.011648 526.693131 0.012103 549.488784 0.012722 568.293636 0.013062 587.17942 0.01341 608.291451 0.013959 626.355518 0.014182 638.624416 0.014722 662.308826 0.015088 675.839531 0.015494 707.505477 0.016118 729.367369 0.016579 749.521008 0.016853 735.919806 0.016815 759.436614 0.017338 783.326777 0.017777 802.632402 0.018384 819.026737 0.018615 843.967335…
1. Which of the following nearly gives the total area of the figure shown below in in ?a. 154.018 b. 201.142 c. 180.593 d. 144.5932. Which of the following nearly gives the centroid with respect to the x-axis in inch? a. 7.736 b. 6.641 c. 7.792 d. 5.0753. Which of the following nearly gives the centroid with respect to the y-axis in inch?a. 5.075 b. 6.641 c. 7.792 d. 7.7364. Which of the following nearly gives the moment of inertia with respect to x-axis in in⁴?a. 2552.327 b. 1089.678 c. 8974.7116 d. 1272.7925. Which of the following nearly gives the moment of inertia with respect to y-axis in in⁴?a. 1341.641 b. 2552.327c. 8971.7116 d. 1089.768
pls 312321435245123213123
Gs is assumed to be 2.72
40 - Obtain the center of gravity of the surface area of the plane plate of constant thickness in the given set (x,y). Dimensions where a = 12 m, b = 23 m and r = 3 m, the center of the circle is at the point (2a, 1/2 b). Which of the following is the correct total surface area of the plate?A) 939.36B) 1031.25C) 1036.22D) 1081.74E) 1045.64
First of all, I already ask the first Tutor in Bartleby to solve the 3 questions which are the 1.) Total Area AT 2.) Centroid about the x-axis ȳ (y-bar) 3.) Centroid about the y – axis x̄ (x-bar). This is his computations: A1= 3400, A2=800, A3=706.85834, A4=176.71458 Y1=42.5, Y2=26.666, Y3=52.7324, Y4= 62.5 X1=20, X2=53.333, X3=52.7324, X4=17.5 Total Area: 4730.14376 ȳ=40.604 x̄ (x-bar) = 30.6224 Please, I want you to solve the: 4.) Moment of Inertia About the x-axis Ix 5.) Moment of Inertia About the y – axis Iy 6.) Polar Moment of Inertia about the axes Jo 7.) Moment of Inertia About the centroidal x-axis Ix note: In locating the centroid of the entire section, Varignon's Theorem. Varignon's Theorem locates the centroid of a composite body. I hope you will use the formulas I will be giving.
values T = 2 U = 8 V = 8.25 W = 5.75 X = 5 Y = 2.5
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A 100 m tape weighing 3 kg was standardized and found to be 0.02 m short at temperature of 10degC and a 30 N pull when supported throughout. The 1324.55 – meter distance measured is an inclined distance whose difference in elevation between the points is 2 m. What is the correct distance? a. 1 324.28 m b. 1 234.18m c. 1 345.83 m d. 1 432.11 m
0.787826 liter / 0.0013
Given the cross sectional area below. The horizontal neutral axis is 129.0mm from reference corner 1. The moment of inertia around this neutral axis is 1073352100.6mm4.
P = 198.1 kN Q = 111.8 kN theta = 53.16 degrees there are no given values of a