For the cross section shown below, y 1 4a 1 8a I 8a 4a |4ª| 10a 28a 8a ба Dimensions in millimeters a) calculate the first moment of the area about x and y axes (Qx and Qy) b) locate the coordinates of the centroid. ४

Q: 30 k A 12 ft 24 ft

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A: Length of member AB = 2L Length of member BC = L Length of member CD = L Flexural rigidity, EI is…

Q: a b

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Q: y B JA 12 in. 4.90 in 6.93 in. 8.49 in. 9.80 in. 10.95 in. 12.00 in.

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Q: Question 1: Determine the displacement at C and the slope at B. E= 200 GPa, I = 70(10°) mm“ by using…

A: Given Structure:

Q: a) top most, lef tmost FIND: 6) botton-most, right-most 3cm S.ם r = 1,25 y 125 } 05 Vb cm 1.5 3 I…

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Q: Give the following problem a try. If you get stuck, here is one way to work it: Essential Solution…

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Q: Consider the beam shown in Egure 1) Take E-29(10) kxi. I-120 in Figure 100 10A 30 100 1001 Part B…

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Q: a.) Solve the by Gauss elimination. Show all steps of the computation b.) Substitute your results…

A: Rewrite the eqn and apply transformation

Q: Using any Methods: (Double Integration, Conjugate Beam, Area Moment) Determine the deflection of the…

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Q: F1.5 m→–1.5 m→- 2.1 m A В D Pj = 400 kN 2.4 m P2 = 360 kN %3D F 0.6 m E

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Q: Use laplace transform to solve the given initial-value problem

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Q: (b) Describe how to use the virtual work principle to find the horizontal displacement at D in the…

A: AB = 2L BC = L CD = L EI constant

Q: 7. Find the slope at the left support and the deflection at point C from the beam shown. Use E =…

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Q: Let T = Tension on the left T= Tension on the right 6 = angle of contact in radians e = natural base…

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Q: Use Double Integration. EI is constant. Determine: a. EI(A) if x is 02.930 m from point A b. EI(A)…

A: NOTE - Since we only answer up to 3 sub-parts, we’ll answer the first 3. Please resubmit the…

Q: For the cross section shown below, y I 1 4a 1 8a 1 8a 4a -10a 28a 8a 6a Dimensions in millimeters…

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Q: Problem 5: Analyze the frame using the following methods. Use the following values: X = 4kN .…

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Q: Determine the location of centroidal x and y and the moment of inertia Ix of the figure shown. Use…

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Q: → Describe how to use the virtual work principle to find the horizontal displacement at D in the…

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Q: Question 1: Determine y, which locates the centroidal axis x for the cross-sectional area of the…

A: Centroid is the center distance from the axis to the given area it gives an idea about the distance…

Q: B 1.5 ft A. C E 3 kips 3 kips - 2 ft 2.

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Q: For the shape below, assume the following dimensions: a = 175 mm b = 220 mm d = 300 mm t = 23 mm The…

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Q: 180 mm Y (mm) s0 -8 (mm) X-axls 250 mm

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Q: Use the area-moment theorems to determine the smallest moment of inertia I required for the beam…

A: Given Data:∆max≤L360EI is ConstantE=200000MpaTotal span AB=5mLoad on span 2m from left =8kN/mLoad on…

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Q: 3) The T shaped cross-section of a beam is made of a flange (the upper horizontal area A1 = 2000…

A: please find attached solution below.

Q: Page 6 Question 6 A cantilever beam AB of length L is subjected to a uniformly distributed load w…

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Q: 2. Derive an equation that describes the vertical deflection of the beam, y(x), and also calculate…

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Q: y-axis 100 + Y (mm) 90 mm 60 mm X-axis 250 +A (mm)

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Q: 2. By the moment-area method or conjugate-beam method, determine the deflection at the midspan (ElA)…

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Q: Problem 4: The beam is loaded as shown. Determine the slope and deflection at the midspan. Assume…

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Q: y = 12 cos 0 12 in. -20 in.

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State Plane Coordinate Systems

The state plane coordinate system (SPCS or SPS) is a collection of 124 coordinate systems or geographic zones prepared for particular regions of the U.S. Every state consists of one or more than one state plane zone, the boundaries of which generally follow the county lines. Inside the U.S., there are 110 zones in total, 10 more zones in Alaska, 5 in Hawaii, and 1 for Puerto Rico and US Virgin islands. The system is extensively used for geospatial and geographic data assembling by the state and local governments.