Sta. Occ. Sta. Obs. Bearing Azimuth from South 195 47'10" Distance A 9.6m C 8.91m 305 °57'63" C 6.99m 340 °39'45" 10.20m 78 °09'40" 5.77m 124 16'25"

Q: 120m by 120m lot is to be divided into 9 equal square sections. The elevations of the ground surface…

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Q: 10.2 miles apar 897.8 gpd of wat elevation differm

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Q: 3. AREA BY DOUBLE MERIDIAN DISTANCE (DMD) ADJUSTED ADJUSTED DMD LINE LATITUDE DEPARTURE DA (sq. m)…

A: There seems to be typing error as , if EF is present then DE and FA should be there. Hence EF will…

Q: FILL IN THE MISSING DIST (M) AND BEARING LINE DIST Bearing AB 21.213 N 45° 0' E BC 29.732 N 47° 44'…

A: Line Distance Bearing Whole circle bearing  AB 21.213 N45oO'E 45oO' BC 29.732 N47o44'E 47o44'…

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: Prob.7. Perpendicular offsets at 50 m intervals to the hedge are 10.6, 15.4, 20.00, 15.00, 16.00,…

A: (i) It is required to determine the area using the average ordinate rule.…

Q: Sta. B.S. H.I. F.S. Elevation В.М. 1 1.21 50.00 Т.Р. 1 6.20 4.65 Т.Р. 2 4.82 3.11 Т.Р. 3 3.03 5.22…

A: Height of Instrument= Elevation+BS Elevation=Height of instrument-FS STATION B.S. H.I F.S.…

Q: 40 KN 75° 6. 8 60° 40 KN 30 KN Fig. 1

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Q: Question1: Analyzea survey line BAC for the chainage at Cwhich crosses a river, A and C being on the…

A: GIVEN DATA: AD=36m FORE BEARING AD=38∘45' FORE BEARING =278∘ 45' FORE BEARING IS BEARING  MEASURED…

Q: The following consecutive reading were taken with a level and 4m leveling staff ground at common…

A:

Q: A dumpy level is set up with its eye- piece vertically over a peg 'A'. The height from the top of…

A: Given data in question  Station  Peg heights To find out  Difference in height of A and B

Q: The following data were obtained by a stadia measurement; vertical angle is 30°23’, and observed…

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Q: Convertthe following bearings to equivalent azimuths a. AB, N 25°25'w b. BC, Due East

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Q: Q.: Find the coordinate of the centriod of the shaded area 4 Y 3 m-

A: Given, Equation y=2x-30.5

Q: 6-10. Locate the centroid of the area. y=a cos

A: An elemental strip of y units length is taken at a x unit distance from y axis as shown below.

Q: A road havé fill ar breath of 12 the original ground had cross full 1 in 3 if the depth of…

A: Given- b=12md1=0.1md2=0.3md=10mn1=1in2n2 =1 in 1

Q: ?What is the elevation of point BM1 in the below table if you know that the elevation of BM2 is…

A:

Q: -20 -0.5a 2a/3 T=0.5a

A:

Q: 1.A road is 12m wide a transit was set up at point A a stadia rod was setup at point C where it has…

A: Given data: Distance BC , DBC = 12 m Angle at B, θB=N 35° E Angle at C, θC=N 30° E (a) Length of…

Q: The following data were obtained by a stadia measurement; vertical angle is 30°23', and observed…

A: Determine the HD, VD, ID, and DE.

Q: 15. A planed timber flume, rectangular in cross section is to carry 0.85cms.The depth of is to be…

A:

Q: Determine the HD, VD, ID, and DE.

A: Given : Vertical angle ϑ = 30°23' Stadia intercept (S) = 2.20m Stadia interval factor  (K) = 95.50…

Q: 2. ADJUSTED DATA by COMPASS RULE ADJUSTED ADJUSTED ADJUSTED LINE LATITUDE DE PARTURE DISTANCE (m)…

A: Given a closed traverse and it is asked to find adjusted value by compass rule and area by DMD…

Q: a) b) User Coordinate System B d) User Coordinate Set. (a) r none of the boves, Bos birak

A: UCS stands for User Coordinate System. The correct option for the above-given question is an option…

Q: Arrange the following description in the form of profile level notes complete to elevation. A levei…

A: Required to find: A. Compute the elevation at the point 60m, from the beginning of the line. B.…

Q: = 3.086 GA Cm ,2.914 Cm 1,-1. Scm TOP most £ Lcft most Bottom most E Right mast Reference Reference…

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Q: POINT B.S I.S F.S HI DESIGN CUT+ FULL- ELEVATION 31.994 0.023 RL A 1.289 33.283 1.312 C 1.267 D…

A: There is A table which is Related to surveying.  It is Done by "Height of Instrument Method" Now…

Q: The following data were obtained by a stadia measurement; vertical angle is 30°23', and observed…

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Q: Is it 49.3 kN down or up???

A: This question is related to the Structure Analysis. In this question Reaction at B (Rb or By ) will…

Q: For the construction of a channel with 40m length, were the staff reading as follow:2.67, 2.13,…

A: Given that: Length of the channel, L = 40mReadings on staff: 2.67, 2.13, 1.96, 1.15, 0.65.Distance…

Q: ay is 250 m and the superelevetion is 8%. Is there any design commend to correct the design?

A: Given data- Speed (v) =120kmph = 33.33m/s Radius of horizontal curve (R) = 250 m Super elevation (e)…

Q: Determine the correct horizontal distance of AEwhen it was measured AB = 45m, BC= 38m, CD= 55m, DE…

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Q: 5 kN 3 kN 30 60°

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Q: ID0 KN 50 30°

A: solution  Initially find the angle of inclination made my 90KN with respect to horizontal…

Q: Survey were carried out on natural ground, along the midline of a road project. The following staff…

A: The leveling is the process of calculating the reduced level 0f any point on the earth or above or…

Q: 6 KNIM 45 KN/m コ行个1个才 3m 3.6m

A:

Q: line LATITUDE DEPARTURE BEARING LENGTH АВ -2.5 |15.5 1.5 4.5 BC 3 CD DE EF 3 N 36.87 W |-2 -6 7 4.5…

A: Calculate the length using pythogoras theorem Length of line =latitude2+departure2 1. AB…

Q: The following data were obtained by a stadia measurement; vertical angle is 30°23', and observed…

A: The tachometer which has the inclined  stadia telescope measurement has ,  Formula to calculate the…

Q: Ship A is 11.3 nautical miles north of Ship B and bears 280°30'T from ship C. Ship B on the other…

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Q: Q3. If the known benchmark elevation is 102.5 ft. When surveying you find the rod reading at PT. A…

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Q: Situation 5. 300 N/m

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

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Q: Il kN /m

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Q: Q3). Two points of A and B on opposite bank of a river, the level was setup near A B.S and staff…

A: Given data in question  Elevation  Sights To find out  Value of b1

Q: NO. LOT BEARING DISTANCE S 36.00 W S 54.00 E 1-2 20.00 meters 2-3 (гoad) 12.57 meters 3-4 N 46.00 E…

A: To draw the lot bearing on scale of 1:100.

Q: 18(KN) 12 (kNim) O. . 1

A:

Q: 20 KN F

A: By using joint method, Take joint F, So, we have two member in this FD and FE. Now we need to find…

Q: 4.2m SCHAIN A CHINGE) GATE 2600 1m

A: Using formula for center of pressure

Q: Two points of A and B on opposite bank of a river, the level was setup near A and staff readings at…

A:

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.