For the indicated section, calculate the moment of inertia in relation to the horizontal and vertical axes that pass through the centroid of the figure. also calculate the radius of rotation for these axes. Measures in cm. A=2 , B=19 ,E=49 and F=1 Note: Calculations will have to be extremely accurate

Q: 10 Kips 10 Kips.ft A C D E.

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Q: Determine the magnitude (positive value) of the deflection at B. Use E=200GPa and I= 475(106) mm4.…

A: E=200GPa I=475(106) mm4 To find  Deflection at B using double integration method

Q: Q1: Two forces act on the hook shown in figure. Determine the magnitude and direction of the…

A: The vector is the quantity that has both the magnitude and direction in the system.  When two forces…

Q: Determine the distance y to the centroid of the beam's cross sectional area; then find the moment of…

A: y=A1y1+A2y2+A3y3A1+A2+A2y=6×10.5+4×142+4×1426×1+4×1+4×1y=6×10.5+4×142+4×1426×1+4×1+4×1y=1.3572in

Q: Determine the slope and deflection at point B of the beam shown  if the figure.

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Q: 2. USE VIRTUAL WORK METHOD. Determine the slope (in degrees) and deflection at pointD of the be…

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Q: 1. Use the virtual work method to determine the slope and deflection at point B of the beam shown. A…

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Q: (c) 10 kN/m v? 8? I 1 8? 5m 31 20 kN/m

A: Area moment method is most effective  method to calculate slope and defection of beam. In this…

Q: 4. A certain area has the following properties: lx = 28 in4; ly = 66 in4; Pxy = 36 in4, determine…

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Q: - 6 in. For the shaded area: Determine the location of its centroid with respect to x and y + axes;…

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Q: 10 k 2 k/ft A C B y 10 ft 10 ft 10 ft

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Q: raw the shear and bending moment diagram and determine the slope and de the beam shown by the direct…

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Q: Using the theorem castilgliano, calculate the horizontal displacement of point D with Castigliano's…

A: Assigning Pseudo load 'P' at D as shown in diagram, P=0

Q: 10. Determine the value of the minimum moment of inertia (I min), using the Mohr's Circle, given the…

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Q: 7.7.Consider the beam composed of two materials in lengths shown in the following figure following.…

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Q: By direct integration, determine the moments of inertia of the triangular area about the x- and…

A: The given figure is shown below:

Q: 3W 5W 5W

A: NOTE - Hi! Thank you for the question As per the honor code, We’ll answer the first question since…

Q: Q. 2 Find the position of centroid with respect to given X and Y axis of shaded portion in the…

A: Consider the figure,

Q: Use the Virtual Method to determine the displacement of point C and slope of point D of the beam…

A: The reactions at A and B will be: RA=RB=8 kip (due to symmetry) For EA(x=0 to 5): M=-8x

Q: Analyze the structures shown by slope deflection method. Draw the shear and moment diagrams

A: ###SFD and BMD of a frame  using Slope Deflection Method ###

Q: Problem 2 Determine the magnitude and inclination with respect to y-axis of the resultant from the…

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Q: Calculate the neutralaxis in the beam shown in Figure by using the transformed area method, fc 3000…

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Q: 18. For the frame shown below, determine the rotation and vertical deflection at point A (0A, A)…

A: E = 200 GPa I = 500 × 106 mm4  Determine the rotation and vertical deflection at point-A using…

Q: Determine the centroidal moments of inertia and radii of gyration. Use R = 84 mm. R R/2 R/4 rad 120…

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Q: Determine the slope at point D of the beam shown using the Virtual Work Method. (You can verify…

A: Find the reactions of the orginal beam:∑ MA=0RB10-1505=0RB=75KN∑ Fy=0RA+RB-150=0RA=75KNMoment…

Q: Use virtual work to find the displacement at point C

A: We will apply unit load at C.

Q: Determine the horizontal displacement at A. Take E =199947.9615 MPa The moment of inertia of each…

A: Horizontal displacement at A

Q: P20.10 E = 29,000 ksi and I = 350 in*. 290 k-ft 1 25 ft- 30 k Problem 20.10 - 13 ft

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Q: Draw the M, N, T diagrams of the beam in the figure using the integration method. 8kN 4kN/m A В 3kNm…

A: 1. First let us calculate the reactions∑MA =0The load at C acts at an angle equal to…

Q: Problem 1: Using any method, find the ff. when E = 70 GPa 100x10^6 mm^4 and I Location and magnitude…

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Control Survey and Geodetic reductions

Control surveys or survey controls are used to establish reference points as a basis for various construction activities. Vertical and horizontal control points are to be established in a control survey to increase accuracy. After establishing the control points, all other types of surveys such as topographic, right-of-way, aerial mapping, construction layout, boundary surveys, and utility mapping can be worked upon so that control networks can be formed. The place from which the observations are made is called a survey station.