216 Home Works Find the centrod for the Shaded area. [Q2] :- 120 150 30 90 130 4

Q: 1 [30235.294]0. 8

A: Given:- An equation is given  30235.29410.8 To determine:- The value of the given equation

Q: From the given data below Lines Distance (m) Bearing АВ 529.60 N48-20E ВС 592.00 N87-00E CD 563.60…

A: Given:-

Q: Q4 öislg äbäi At magnetic equator, the inclination *: of total magnetic field is 90 deg O 60 deg O…

A: Components of Earth’s Magnetic Field: There are three components that are responsible for the…

Q: From the data of traverse shown, which of the following gives the nearest distance of closing line…

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Q: From the given compound data of a five-sided lot a. Compute the bearing of line CD. b. Compute the…

A: LATITUDE = LCOSθ DEPARTURE = LSINθ L is the length of the course θ is the Bearing of the course…

Q: 3. A transit located between points A and B is set up at point P with elevation = 96 m, H.I. = 1.2…

A: Calculating the horizontal distance : D=K Cos2θ+CThe elevation of the observed point will be:V=D Tan…

Q: A transit located between points A and B is set up at point P with elevation = 96 m, H.I. = 1.2 m, K…

A: Answer:- Elevation of point A, Tacheometeric equation:- L=KS+C   =100×1.056+0.3   =105.9 m…

Q: Y-Y 2) Dr = (x100%) Y -Y, max

A: Solution Relative density for cohesionless soil Dr=emax-eemax-eminWheree→emin ( Densest state)…

Q: Q1/B/ Find the area of the close traverse having the following data by the coordinate method and the…

A: To Determine The area of the close traverse having the following data by the coordinate method and…

Q: From point "O", point "B" bears N12 28'01"E, and point "A" bears S 04°22'00" E. is the angle BOA…

A:

Q: Lines Distance (m) Bearing АВ 529.60 N48-20E ВС 592.00 N87-00E CD 563.60 S7-59E DE 753.40 S80-00W EA…

A: Given:-

Q: 300*12.4=

A: To determine the product of two numbers.   Given: 300*12.4=?   To find the product of the two…

Q: Convert 165 degrees to rad in terms of r. O a) 2.87979 b) 117/12 O c) T/12 O d) 1036.73

A: We have to convert 165 degrees to rad.

Q: Table 5 Line Bearing N 66-27 E S 40-32 E S 23-03 W N 73-58 W N 15-30 W Distance AB BC CD DE EA…

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Q: 10 - convert angle 1.497 rad to degrees a) O 850: 55:48" b) 269o: 48':55* C) 850: 48':S5“ d) 269o:…

A: The conversion of radian to the degree is done by multiplying the factor 180π,

Q: STATION DIRECT DOUBLE MEAN REMARKS DEFL. DEFL. DEFL. Azimuth 111 - 112 = 121° 21' 111 147° 01' 293°…

A: Station Direct Double Mean Remark 111 147°1' 293°59' 147° (147°1'+293°59')/3 112 116°11' 232°22'…

Q: 5) Convert the following angles to the sexagesimal system: 23 grad 75.245 grad 151.83 grad

A: sexagesimal system 100 grades (or. 100g) = 90 degrees (or 90°)

Q: Use the following set of field notes to determine the average zenith angle of the set. Instrument @…

A: Average of Zenith angle = Sum of all angle/ no. Of angle

Q: STATION HORIZONTAL ANGLE Occupied Observed Degrees Minutes Seconds TI T5 T2 118 16 40 T2 TI T3 91 30…

A: Azimuth is generally defined as a horizontal angle measured clockwise from any fixed reference…

Q: The azimuth from south corresponding to N 69°21' W is Select the correct response: O 249-21 O 159-21…

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Q: Using Transit Rule, adjust the traverse. (solution and tables for corrected latitude and departure…

A: A closed traverse ABCDE is given with its all values of latitude and departure. It has been asked in…

Q: 10.15 m '12" 2020 43'12" 190 35 12" 8.31 m 1.33m CORRECTED LATITUDE 9.061 CORRECTED DEPARTURE 5.152…

A: Formula: DMD a line = DMD of previous line + Departure of previous line + Departure of present line.…

Q: Calculate the y-coordinate of the centroid of the shaded area. 12" 55°55 11" 2" 12" 12"- Answer: Y =…

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Q: LINES BEARING DIST AB N 32 27' E 11 BC S 8 51' W 83 12 CD

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Q: Compute for the latitude of Line 1-2 A +4.81 B) +5.79 +8.03 D -18.63 Question 11 Compute for the…

A: Data is as given

Q: he DMD of the line BC is equal to 426.20. The departur ne AB is 117.56. What is then the departure…

A:

Q: [30235.294]0.8

A: Given  :-  ( 30235.294) 1/0.8

Q: B VA = 35 m/s 3.048 т A 1.8 т 30 т

A:

Q: omplete the table of information and calculate the difference in elevation of ation 0+ 020 and…

A: HERE BS FS AND IS ARE GIVEN .RL IS ALSO GIVEN THATS IS 200

Q: Knowing that the distance h has been selected to maximize the distance ỹ from line BB' to the…

A: Given data we have to show that y= 2h/3.

Q: Determine the stationing of PT if PC is at station 9 + 845.19.

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Q: W10x33 A = 9.71 d = 9.730 tw 0.290 %3D bf = 7.960 tf = 0.435 rx = 4.190 ry = 1.940

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Q: HI = 1.496 ELEVATION OF PT A: = 200 K = 99 HAIR READING MIDDLE LOWER 1.589 VERT. STADIA DISTANCE…

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Q: 450 mm 360 nim B 320 mm 500 mm 600 mm A 1165 N

A: Given:-

Q: L= 450 feet g1 =-3.00% 92 = +1.50% VPI station = 66 + 50 VPI elevation = 560.00 feet Station giX (in…

A: BVCSTATION=VPISTA-L2BVCSTATION=6650-4502=64+25BVCELV=PVIELV-g1L2BVCelv=560+0.03×4502BVCelv=566.75ft

Q: OF (AZIM 210°); OG (AZIMN 325° 55'); OH (AZIM 115° 10') Angles FOG and FOH and GOH

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Q: Calculate Curve Data 5. 149'29'39" 210'44'33" .06 Def A 294'59'46" R ArcL f 06 Tc=11,25 M •Z

A: Given Tc = 11.25 m To Determine Deflection Angle A, Radius R, Arc length L,

Q: 0.11 m%/s = 00 Coolm) I Vaxq81 m/<h %3D

A: the expression is given , the units should be kept in mind

Q: Knowing that the distance h has been selected to maximize the distance y from line BB' to the…

A:

Q: Compute the departure for the following line: S 75°-15'-12" E 410.10' O- 396.4049 + 396.4049 +…

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Q: What is TP 3 elevation shown in the picture below: H.I. H.I. 11.68 .92 1.22 7.84 H.I, 2.05 3.10 TP 3…

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Q: From the data of traverse shown From the data of traverse shown . Which of the following gives the…

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Q: Example Calculate the interior angels of the following travers: Line Fore bearing (F.B) АВ 70° 30'…

A: Appreciate if there is detailed work with explanation and finds you helpful for ease of…

Q: SkN 30 30 Determine the degrees of freedom O 16.667/EA O 16.766 O -16.667/EA O 0/EA O 16.667

A: Degree of freedom: The total number of directions in which the structure can be moved or rotated…

Q: RB 4 RA 30m H A 92 1200 800 400 200

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Q: Given the following adjusted technical description, solve the AREA using Double Parallel Distance…

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Q: Given the following adjusted technical description, solve the AREA using Double Parallel Distance…

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Q: the dmd of the line BC is equal to 426.20. The departure of the line AB is 117.56m. What is then the…

A: Given:-  the dmd of the line BC is equal to 426.20. The departure of the line AB is 117.56m.

Q: El. ? El. 90 m El. 90 m 300m - 450 mm f = 0.03 F El. 80 m A 600m - 600 mm f = 0.025 E 300m - 450 mm…

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Q: Re 1-Partial Aux. View, R15 75 2- Front View. 45 35 25 3-Left side view. 30° 20 15 50 Times- T hr.…

A: In partial auxiliary view , we draw only inclined position ...

Dependence on mechanical properties

The mechanical properties of materials are those structures that include the reaction to the load used. Metal switching features determine the scope of the usefulness of the content and establish the expected service life. Machine structures are also used to help distinguish and identify material objects. The most common mechanical properties considered are strength, ductility, stiffness, impact resistance, and resilience to fractures.