respect to the center of the circle. * 100 N 90° /45° 100 N N OS

Q: F 45 N m 500 N

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Q: For 0° < 0 < 360° find the angles that satisfy the equation tan(0) = 18.0323 Round to 2 decimal…

A: tanθ=Aθ=tan-1A

Q: Determine the coordinates of the centroid of the shaded area. 25 E 50 65 25 60 70 50 175 Dimensions…

A:

Q: A circle has its center at ( 3, 4 ) and tangent to the y - axis. A line has its point of tangency to…

A: ASKED: To compute the value of y, corresponding to the y-coordinate of a point of tangency to the…

Q: 250 N 150 N 54 500 N 750 N

A: breaking up of forces into x and y component by using angle and slope values

Q: For 0° < 0 < 360° find the angles that satisfy the equation cos(0) = 0.0213 Round to 2 decimal…

A: cosθ=Aθ=cos-1A

Q: 2.53 Panel ABC in the slanted side of a A water tank (shown at right) is an isoceles triangle with…

A: Consider the given figure Centroid of ABC=hCG=23×4                               =2.666…

Q: uestion 10 • Determine the x. Measure it from the y-axis. -90 mm -70 mm 90 mm 60 mm 60 mm -120 mm O…

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Q: ABC is a circular sector with a central angle of 40' at its center at. BC is an arc. From point B, a…

A:

Q: • Determine the x. Measure it from the y-axis. 120 mm -70 mm 60 mm 60 mm 40 mm 150 mm O 82.85 O 61.4…

A:

Q: y at point B

A:

Q: A line is recorded as 2550.60 ft. long. It is  measured with a 1.5 lb tape which is 100.25 ft long…

A: Surveying is a branch of civil engineering which includes the amount of measurement for the road and…

Q: Convert the angle 125 degrees 50' 40" to: a. mils b. grads c. radian d. decimal

A: As per the bartleby policy I can only answer first 3 sub part of a question. please re-upload…

Q: 300 N 400 N 60 54 500 N 350 N Figure 7

A: Given data in question  Point forces Angles of forces To find out  Resultant of all these forces

Q: oso 24 Obtain the center of gravity of the surface area of the fixed-thickness plane plate in the…

A:

Q: Problem 9-12: y-axis 90 mm 100+ V (mm) 60 mm x-axis

A: Given Data:X=137, Y=37, A=6, B=8, C=1 The solution to the above given questions are as under-

Q: Determine the coordinates of the centroid of the shaded area. y | 25 E 50 60 25 60 70 50. --x 170…

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Q: 2.5 m 750 N·m k 2.5 m 기 1200 N·m

A:

Q: Q.2) (25 poin ts) 100 mm Determine the coordinates (x, y) of the centroid. 3n 100 mm 200 mm

A: Finding out the coordinates of centroid.

Q: Determine the coordinates of the centroid of the shaded area. 25 60 50 25 180 65 55 45 Dimensions in…

A:

Q: DETERMI NE CENTROID ū W/ RESPECT to centroid gu rupet to x-axis

A:

Q: SOLVE FOR THE ANGLES: N.20 25 50"W S.20° 25' 50"W. S.52 21' 30"W. S.85 30' 16"E. + S.69 59' 10"W.…

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Q: Determine the coordinates of the centroid of the shaded area. y 15 30 - 40 15 35 40 25 105…

A:

Q: Determine the coordinates of the centroid of the shaded area. y 15 E 30 35 15 40 50 30 --X 100…

A:

Q: • Determine the ỹ. Measure it from the x-axis. 7 in 4 in 8 in.

A: Consider the given figure.   The given figure comprises of a trapezium with a circular.

Q: F 31 ° 58 ° X(+) B=(3.3,0,0) m y(+) Z(+)

A: Given:- A coordinate system is given The coordinates of point B = (3.3,0,0) m  Point A lies on the…

Q: Determine the maximum height, h, perpendicular to the ground. h 55.30 ft/s² 25° 35°

A:

Q: Determine the coordinate of the centroid (y) for the following section with respect to the given…

A:

Q: -Water 3.3 in. mercury (SG=13.6) 1.4 in.

A:

Q: 2.) At the left end 30 12

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Q: |100 N A B 50 N 3 m C 5 m 70 N

A: for equilibrium in 2d analysis  the net vertical force is equal to the zero  the net horizontal…

Q: Convert the angle 125 degrees 50' 40" to: a. decimal

A: Conversation of degrees into decimals. By converting degrees to decimals , multiplying one to degree…

Q: 400 N 350 N 60 54 300 N 500 N Figure 3

A: Given information in question  Point forces  400, 350 , 300 and 500 N Angles made by forces To find…

Q: Find centroid relative to x and y axes

A: The following figure shows the given shape.

Q: ding parallel axis?" 50 mm 50 mm 300 mm 100 mm -200 mm Figure 3

A:

Q: Find distance x at which head is 33.2 m 1285.24 .A O 1028.19 .B O 0.00 .C O 822.55 .D O

A: At X=0 h1= 45.7 m At X= 1690.9 m h2= 21.6 m Change in elevation = 45.7-21.6 =24.1 m Change in…

Q: Determine the centroid along y of the lines that form the boundary of the shaded area in the Figure.…

A: To find centroid along y axis

Q: 9. Find the exact value (no rounding) for sin 0 and cos 0 for the given right triangle WITHOUT…

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Q: Pa, I = 1660 x 10 41KN/m, L = 14m three decimal pla

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Q: 150 N 30% 200 N 35 20°

A: The resultant force in the x direction is calculated as, Rx=200cos35°-150sin30°=88.8 N The resultant…

Q: A field is in the form of a regular pentagon. The direction of the bounding sides were surveyed with…

A:

Q: Find the shape factor about the horizontal axes for the section shown. 12.5mm 152mm 63.5 125 63.5mm…

A: Shape factor (SF)  SF = Plastic moment/ yield moment  SF = MP/My = fyZp / fyZ  SF = ZP / Z  ZP =…

Q: A square prism of base edge 40 mm and height 50 mm is resting on its base. Develop its lateral…

A: Draw a line equal to the length of the perimeter of the base of the prism.

Q: 10. When in absolute Cartesian coordinates have points A (10,8) and B (6,5), then to make a line…

A:

Q: 400 시 4m 는 600 N 3m

A: using equilibrium equations we can find reactions at support

Q: Determine the centroid of the shaded area. 200 500 10 200 All unit in mm 150 400

A: As given in the question a compound figure with a rectangle, a semicircle and a circle. The centroid…

Q: the center of the following section from x-axis is (mm) - 400 mm - 50 mm 200 mm 50 mm 50 mm Select…

A:

Q: 200 N 200 N 500N 200 N

A:

Q: Determine the coordinates of the centroid for line ABCD in millimeters. Straight segment CD is…

A: Given:- Straight segment CD is tangent to the circular arc BC at point C Straight segment AB is…

Q: Determine the maximum height, h, perpendicular to the ground. 55.30 ft/s² 25° 35° 1

A:

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.