Q1 /Complete (HI. method ):- compute level points( tp1, tp2, BM2 ) BS FS Elevation HI Point 100.00 BM1 12.64 3.11 ТР1 10.88 9.72 2.56 ТР2 3.10 BM2

Q: STATIOΝ B.S. F.S. ELEV. (m) BM1 9.08 150 BM1 9.08 TP1-L 12.24 3.73 TP1-H 10.10 1.60 TP2-L 11.04 2.21…

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Q: The height of instrument method of reducing levels is preferred when there are large numbers of…

A: The height of instrument method of reducing levels is used commonly in contour surveys where there…

Q: Find redundant NBD. Bar areas are 5 in-except diagonals are 2 in. (Ans: NBD = -33.3 k) P12.9 %3D 50…

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Q: 20kN 2AE 25KW solve for the internal force of member CD. 1. 3m 1.SAE ' 1-5AE ZAE 4m 2m 24E

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Q: DETERMINE THE c толит UCE E = 10, A = 5 in L₁ = 4 FT L₂ = 5ĦT L3= 12FT P = 42K

A: L1=4 ft L2=5ft L3=12ft A=5in2 E=10000ksi to find horizontal deflection at C

Q: 5m C KN m 2 KN lm 2m 2m JKN 3. B

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Q: Virtual work - Indeterminate structures. 1. Using virtual work method, draw B.M.D for the shown…

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Q: Question: Given The Following Differential Level Notes: STA BS HI FS ELEVATION BM-A 1.73 346.50 ...…

A: given - differential level notes. to find - point of highest elevation

Q: What control is used to determine the elevation drop across the following manhole?

A: Manholes are those which are provided underground to inspect, modify and clean a sewerage system.

Q: Question 3: For the tuss shoun, deter mine the vertieal deslec tion at joint c vsing Virtnal work…

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Q: HELLO PLEASE HELP, WITH COMPLETE SOLUTION. PLEASE DO NOT MAKE IT COMPLICATED THANK YOUU! 4 DECIMAL…

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Q: 100 mm 2X mm 40 kN 200 mm 3Z KN/m 25 mm 2X mm 200 mm 2 m 2 m Given: 30 kN/m and 20 mm

A: neutral axis from top so neutral axis from bottom=240-100=140mm

Q: Problem 6.23 (Ans. 9.93 mm) Wp = 12 kN/m WL 16 kN/m 480 mm 550 mm 4 #22 -6 m- 300 mm 70 mm

A: There are few data Missing in the question. In order to get the given answer 9.93 mm I have the…

Q: 6kN/m 7m 3kN B 2m 5kN/m

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Q: q kN/m 2 A EI 3 2EI El В 3 m 6 m 4. 4 m

A: To calculate moment distribution factor 1) find fixed end moment  2) calculate distribution factor…

Q: H 4 kN I 60° D E F G A C B mim 2 m 2 m

A: Explanation of above answers are :

Q: LQ5J( problem 3/203p134) رسم السؤال Determine the reactions at the pin A" and the roller Er if (p=…

A: To find reaction at support A and E

Q: The height reducing of instrument metho levels is preferred wi

A: Height of instrument is : Is is different between reduced level at bench mark and staff reading at…

Q: 90ヒN B. >12-2m1 30 -3m-

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Q: SET 1: 100 kN w = 40kN/m lc 5m Зт р 3m A 8m OB 10m THREE MOMENT EQUATION METHOD 2) Considering…

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Q: 1. Which of the following most nearly gives the axial capacity (Pu) considering Flexural Buckling if…

A: Given: The properties of the C-channel are given as: L=1.80 mA=1700 mm2d=127 mmbf=48.0 mmtf=8.13…

Q: 15KN 15KN 4. 30 45° 30 P 25kN INPUT ONLY NUMERICAL VALUES INCLUDING THE NEGATIVE SIGN (-) Round off…

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Q: Consider the vector V with V = 1 kN. Resolve V into components Vp along the p-axis and Vq along the…

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Q: 8m L=6m f B 200 KN 2m N 2m BKN L=Sm Imm D 41.5m Use TME I= 1500 x 10 mm Det. a.) MA b.) MB c.) Rc…

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Q: Q2/ Find all the reaction ABCDEF? 30KN 10kN/m 20 kN/m 20kN/m Ex 1.5m 2m 2m 1m 3m

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Q: REFER TO FIGURE O1, DETERMINE THE INTERNAL FORCES ACTING ON THE FOLLOWING MEMBERS: (STATE…

A: CGAC=BFAB46=BF3BF=2 mAF=AB2+BF2     =32+22     =3.605 mSimilarly, FG = 3.605 mLoad on AF = 5×3.605 =…

Q: (APes-MamENTo) DETERMINOR: Oe, A SOKN 100KN E = 200 Ga (10o N) 125KN B I=1,72X10 0 mt -3 4 A 1.Sm…

A: ASKED: To determine the slope and deflection at point B using the Moment Area Method.   Given,…

Q: The height of instrument method of reducing levels is preferred when there are large numbers of…

A: Height of instrument method is the leveling method to calculate the reduced level of points.it…

Q: 2. For the circuit below: | + V2 10 V + V1 - ww R2 20 a. Calculate I4 b. Calculate I₁ c. Calculate…

A: More Current will flow through least resistance path. If the resistance become zero ohm then all…

Q: A constant head orifice from a tank feeds water into a flume (open channel) 5m in length and 500 mm…

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Q: Calculate Tension CD. 2 m D 3.5 m B 250 N -2 m- t2.5 m- -1.5 m- "500 N

A: Concept  Bending moment any point in cable is zero.  Find  Tension in CD (TCD) = ?

Q: II BM TP3 IV ТР, H-44.889 m Point No. Rod readings h/m Reduced Backsight Foresight Rise Fall…

A: GIVEN DATA:-

Q: 8. Which is wrong about the failure pattern for wall beams without openings and openings in the…

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Q: Campute use NSCP 201D- the moment capacity BEAM LDAD ING AND GO GEOM PaiK W= 0.5 K/fA 10' 10'

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Q: Еxample 5. In Line AE AN Quad. Calculated bearing Azimuth tan-1(A E/ AN AB 110 170 AC 200 -120 AD…

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Q: Station B.S I.S F.S 1.95 Remarks В.М. 1 1 2. 0.65 3 2.60 1.45 4 -1.90 -1.60 0.55 6. 0.50 В.М. 2

A: Following problem can be done by the Height and Fall method  And  Height of instrument method…

Q: Situation 1 Determine Elő at point B and end of the overhang. Round off your final answer in 2…

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Q: moment distribution method 20kN /m 4m IC 3'

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Q: number 2 please with complete solution, 3 moment equations po

A: Step 1: Let three supports A, B, and C respectively from the left side and Span AB and BC as L1 and…

Q: Problem 5. Moment at point C 6k 12 k A B 5ft 10 ft O +210KN-m O +220KN-m O-210KN-m 1220KN-m

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Q: Problem #1 270 kN 180 kN El = constant E=200 GPa B I-420x10° mm Required: 8max 0A OB 3m 4.5m 3m

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Q: SUN 6) mid aupport defter 100 N/m Determine the and the overhang detection if: 2 E= 200 GPa 1- 1350…

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Q: why it has 9.81x? what is the purpose of that?

A: To explain the use of the term '9.81x' in the given expression.,   Given,…

Q: The differential level notes is shown below. The elevation of the reference station (BM-100) is…

A: Given, Station BS  HI FS ELEVATION  BM-100 2.856     100.709 TP-1 3.23   1.285   TP-2 3.096…

Methods of Surveying

Surveying is the practice to determine the relative three-dimensional positions of various points on the earth’s surface. This is done by computing the vertical and horizontal distances, angles between the points, collecting the observations, and plotting them on a map of any appropriate scale. Accuracy can be achieved by using the latest instruments like a theodolite, tachometer, etc. Leveling is a subdivision of surveying where the objective is to locate the elevation of objects considering a datum level.