34. In triangle ABC, AB = 15m, BC = 18m, and CA = 24m. How far is the point of intersection of the angular bisector from vertex C in m.? O 12.30 O 14.30 O 16.30 O 18.30

Q: Q1/ Find the slope of the line : 3x + 4y = 12. x+3= the slope is y=- m=--

A: Given: The equation of line is, 3x+4y=12 The slope of the line is to be determined.

Q: The horizontal x-axis is drawn through the centroid Cof the area shown, and it divides the area into…

A: Given: The value of w is 46 mm. The value of b is 23 mm. Consider the figure,

Q: (H.W) Find the angle (0) that satisfies the de |1+ sin²0 sin?0 sin?0 cos?0 4 sin 20 1+ cos?0 cos²0 4…

A:

Q: Determine

A:

Q: Locate the centroid of the area bounded by the x-axis and the sine curve y=asin(πx )/L from x = 0 to…

A:

Q: A, B, and C are three points on a horizontal plane, which lie in a circle with AB as diameter. PA is…

A:

Q: When azimuth of AB direction (AB) = 43.287 and B = 137,5593 are given find the azimuth of (BC).…

A: Given Azimuth of AB = 43.287o Internal angle = 137.5593o   To find Azimuth of BC

Q: Using the method of virtual work, find the vertical displacment of Point D. E = Ksi 1 inz 29,000…

A: To find the vertical displacement at the point D in the given truss using the method of Virtual…

Q: Q5: Find the area of region enclosed by the polar function r = 4 – 4 cos 0

A: Given:- The polar function is given with equation  'r = 4 - 4 cos θ To determine:- The area of the…

Q: Determine the moment of inertia of the shaded area about the x-axis.     5317.36 in4     3715.36…

A:

Q: Compute the angle 0 in the below figure (in grad), if you know the directions in grads ɑaB=128.5772…

A: To determine: The angle θ (in grad)

Q: Determine the sum of the moments created by the forces shown in the accompanying figure about points…

A:

Q: Two chords AB and AC are equal and OB is also equal to OC where O is the center of the circle…

A:

Q: The moment of Inertia of the area in terms of x-y coordinate system are: k = 22 ft* Iy = 10 ft* Ixy…

A: Mohr's circle: Mohr's circle is a graphical representation of the relation between the normal stress…

Q: • Determine the x. Measure it from the y-axis. 120 mm 70 mm 60 mm 40 mm 150 mm 82.85 62.63 61.4…

A:

Q: Locate the centroid ỹ of the area. -xy = ?

A: The equation of y is given by,

Q: D 27 - Find the center of gravity M (x, y, z) of the three-dimensional homogeneous ABCD wire in the…

A:

Q: 1/2 Determine the magnitude of the vector sum V V + V2 and the angle 0, which V makes with the…

A:

Q: ☺ Find the distance from the point pCl,1,1) 1. I 77

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Q: Locate the centroid of the plane area shown. 20 in. r = 15 in. 30 in. 30 in. - X = 11.34 in., Y =…

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Q: 1/2 Determine the magnitude of the vector sum V = V + V2 and the angle 0, which V makes with the…

A:

Q: • Determine the x. Measure it from the y-axis. 100 mm 140 mm 140 mm – 200 mm- O 108 O 80.8 O 90.3 O…

A: Depth of Rectangular section (d) = 280 mm Width of Rectangular section (b) = 200 mm Also the radius…

Q: For the given frame: 3 m 60° B 2 m A Set P (kN) A (1,3,5,7,9) B (2,4,6,8,0) 7.5

A:

Q: Question 1: if F= 300 N 1)Find the angle theta 2)Find the projection of F along the pipe BC A B 2 m…

A: Given:- The magnitude of the force F = 300 N  To determine:- a) The angle θ b) The projection of F…

Q: There are two points, A and B, whose elevations above datum are h₁ = 1710 ft and hß = 1425 ft and…

A: We know co-ordinates on ground is given by X = H-hf*x and Y = H-hf*y At point A  XA = H-hAf*xa and…

Q: 100 mm 140 mm 50 mm 140 mm -200 mm-

A: To find centroid

Q: SITUATION. A pole supported at point O is subjected to forces as shown. 2kN 2m 2m 2m 5m 8kN 6kN…

A:

Q: D C a Find the center of gravity M (x, y, z) of the three-dimensional homogeneous ABCD wire in the…

A:

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.