Situation 1: The frame shown in the figure is to be analyzed using the cantilever method. 36 kN A B C 45 KN E F G 6,500 mm² I 6 m 5,200 mm² J 4.60 m 3,900 mm² K 7.60 m H 3.60 m 6,500 mm² 4.90 m
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- A 50-m steel tape was used to measure a line and the initial pull = 5.5 kg. Pull at time of measurement = 8.0 kg. Weight of tape = 0.05 kg/m. E = 2.1 x 10^6 kg/cm^2? Cross section = 0.04 sq.cm. Measured distance between two points =488.650 m, in an inclined surface having a gradient of 3%. Find the correct horizontal distance between the two points. A. 486.456 C. 488.625 B. 490.844 D. 488.147 The distance from A to B taken at elevation 1200 m above sea level is 6,750 m. Determine the sea-level distance. A.6748.734 C. 6749.347 B. 6751.266 D.6750.274 ps. with solution, please.A 50-m steel tape was used to measure a line and the initial pull = 5.5 kg. Pull attime of measurement = 8.0 kg. Weight of tape = 0.05 kg/m. E = 2.1 x 10^6kg/cm^2? Cross section = 0.04 sq.cm. Measured distance between two points =488.650 m, in an inclined surface having a gradient of 3%. Find the correcthorizontal distance between the two points. A. 486.456 C. 488.625 B. 490.844 D. 488.147 A rectangular lot was being measured using a 30-m metallic tape which was 6 mm too long.The recorded dimension where 70.50 m long by 37.10 m wide. What is the error in area (m^2) introduced due to the erroneous length of tape? A. 1.05 C. 0.86 B. 1.86 D. 2.02 It is required to lay out a distance of 687.78m with a 50m tape that is 0.030 m too long. Compute the distance measured with the tape to make the points the proper distance apart. A. 688.19 m C. 687.19m B. 687.37 m D. 687.94 m4. Compute the sea level distance of a line which…Given: 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.
- If you are given two vectors: A = 5i + 8j + 3k and B = 35i + 4j – 9k, what is the angle between the two vectors?explanation not neededSolve this problem using a.) Virtual Work Method b.) Moment Area method . provide readable complete solution Determine the slope at point C of the beam in the figure. E = 200 GPa, I = 6(106) mm4.Use Virtual Work Method to calculate the rotation at C for the frame shown in the accompanying illustration. Use EI=50.0×103kN∙m2
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