Station B.S. 71cm H.I. F.S. Elevation 100 BM1 Remarks TP1 TP2 66cm-72cm 32cm-37cm 185-189.5 291-294 ТР3 34cm-36cm 302-300 285-281 TP4 66.5cm-62.4cm TP5 86cm-83cm 208.5-206 191-193 61.3-52.8 TP6 TP7 334-323 16-18 TP8 334-344 77.5-70.5 Tp9 152-155.5

Q: 20 KNm 3c

A: Calculation of Support Reaction: ∑Fy=0RA+RB=20×5+30= 130 kN ∑MA=0RB×10-30×14-20×5×2.5=0RB=67 kNRA=63…

Q: A 2kN/m B 21 kN/m

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Q: D 3kN 1.5 m C В Fig.Q1 2 m 2 m 4 kN

A: Free body diagram and reactions -  Due to symmetry of the forcesRASinθ = RC = 42 = 2KNHA = HC = 32…

Q: Reduce the set of profile notes in Table 2-7, and perform the arithmetic check.

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Q: 2.5 m B 20 kN 40 kN 40 kN - 3 m - 3 m-

A: in the truss their is not any bending moment in the truss their is only axial and transverse force.…

Q: 46.46KNM 80KN 16KN/m 11.26KNM 3m 2m Load Diagram Av Bv Cv 33.00 Shear Diagram -24.46 -47.00 15 KN/m…

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Q: of the beam at C (positive if counterclockwise and negative if clockwise). ction of the beam at C. –…

A:

Q: Station BM1 TP1 B.S. H.I. F.S. Elevation Remarks 71cm 66cm-72cm 32cm-37cm 100 185-189.5 ТP2 TP3…

A: HI = ELEVATION +BS ELEVATION = HI - FS

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: Station B.S. 71cm Н. F.S. Elevation Remarks BM1 100 TP1 TP2 ТРЗ 66cm-72cm 32cm-37cm 34cm-36cm…

A: We will use Height of instrument method  HI = RL of that station +BS of that station RL  = HI of…

Q: between B and D having stadia intercept reading of 2.42 m at D at a vertical angle of +6°30'. a)…

A:

Q: 190, 133, 38 lcm

A: Least Common Multiple (LCM) is the smallest common multiple of two or more numbers.

Q: 4. The top of the tower at B 2000m away from A where the transit is set, has a vertical angle of 3^0…

A: This question is related to Triangular Levelling from Surveying Engineering.

Q: 420 N 200 N 350 N 30 70° BY 4 m -3m- 1230 N-m

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Q: 4500mm 4000mm 5500mm Beg -5500mm Offset bar #121m 0300mm additional top bar w12mm 0320mm Concrete…

A: Assuming the flange part as part of slab rather than beam  No of beams Named as Beam 1= 4 Length of…

Q: P16.49 BC, BH, and GH. (Ans: load @ F: NBC = 1.69, NGH = -1.33) %3D A G H F - 30 ft →- 30 ft →- 30…

A: Given Data from figure 5 span @ 30 ft each

Q: Given: PVI station=(8+70) and elevation=D140m g1=+3% , g2=-2% high point Station%=(8+92) and…

A:

Q: The 40m Antenna AO is supported by three wires connected at A. The direction cosines of wire…

A:

Q: Leveling Rod Leveling Rod BS L₂ BS TP BM, Elev. of TP, Difference in Elev. between and BM₂ BM Elev…

A:

Q: B.S-1.85 m. F.S-3.15m Elev. = 30 m %3D 8.

A: Given Elevation of ground=30m BS=1.85m FS=3.15m To find height of B from ground

Q: P= 1200 KN P=1200KN %3D 3m+ Ce m- 3m-

A:

Q: To adjust a dumpy level by peg method of adjustment, two points A and B were set up. With the…

A:

Q: P=150 KN 500mm T350MMH

A: Solution:- Let, grade of steel is Fe=415, So fy=415 MPa Moment due to uniformly distributed load…

Q: The top of the tower signal at B 2000 m away from A was sighted through a transit with a recorded…

A:

Q: Problem Set 8 • Derive the following equation of maximum deflection using double integration method.…

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Q: Determine the rof the x of shaded area. L= 3.9m y -y =x L

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Q: 15 KNm B 6m

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Q: 40 kN- 60 kN D- B -6 m

A: The free-body diagram of the top portion of the frame where hinges are placed: As all the members…

Q: + Q3) A leveling staff setup on point R of elevation (-8.79 m), is observed from point A ,where the…

A: Introduction:- Reduction level:-The Reduced Level is the vertical distance between the survey point…

Q: 30 kN 20 kN B. D F 1.5 m 2 m |C E G -2 m -2 m- -2 m- Fig. P6.53 and P6.54

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Q: Fill in the blanks Smaller angle: Larger angle: s = 20 ft Determine the two possible angles so that…

A: Determine the two possible angles so that the water strikes at B.?

Q: Station B.S. H.I. F.S. Elevation Remarks BM1 71cm 66cm-72cm 32cm-37cm 34cm-36cm 66.5cm-62.4cm 100…

A: Note:- As the values of B.S. and F.S. are given in intervals so, take the values of the B.S. and the…

Q: The top of the tower signal at B, 2000m away from A was sighted through a transit with a recorded…

A: Height of tower=12 mH.I at A=1.1 mAngle at A=3°30'1 Elevation Difference Between A and B .…

Q: Profile Level Notes: The elevation of BM A = 628.99' BS (plus sight) on BM A = 4.30' %3D IFS (minus…

A: Given  Elevation , backs sights and Intermediate sights/Fore sights .

Q: 15 KN 30, kN 30 kN 40 ,KN 40, kN 20, kN 20 m 30 m B 6 8 20 m = 120 m Fig. P4.9

A:

Q: Find the velocity of the block when v. -4 [m/s]. %3D Va BLOCK

A: When C point moves x distance upward then Block will move 2x upward because there will be…

Q: 4m 35 kN B N 48° M С 4m oooo +=+= 4m 4m 15 kN 5m 5m 5m D H -5m 15 KN 24° E G 15 kN 5m

A:

Q: DETE 150KN F am 4m + am B E = 200 GPA I= 4. 29X10° imm %3D THE ROTATION C. DETERMINE AT C

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Q: 7.29d.-1· 928 d² = e.97 > I 828 d= - デ. 29 d +0.97 = 0

A: This is a result of simple algebraic transformation. By shifting the terms on the left side of…

Q: Design the beam shown 30kN W= 8m -1m use f'c= 28M Pa db 3D 25mmф Gr60 ds = 12mmo %3D Assume d b = 2…

A:

Q: 12 kN/m d= 86 mm %D A B, 3 m 1.5 m –

A:

Q: PART 1. TITLE: VIRTUAL WORK METHOD 1. Determine the horizontal deflection at joint H of the truss…

A:

Q: Leveling Rod- --Leveling Rod 1.593 0.913 Lg Level Line Level Line 1.410 0.730 0.547 1.227 TP 5th…

A:

Q: 35KN 10KN/m 30KN.m 5kN/m 1.5m 1.5m 2.5 3.5 Cs Scanned with CamScanner 2. 3.

A: SFD:  Point load : rectangle  Udl : triangle  Uvl : 2 degree parabola    bMD:  Point load ; triangle…

Q: #28Mpa 5.8m 5.8m f,420Mpa Slab h250mm Beam Section: h600mm bw350mm Column Section: 500x500mm 7m…

A: Answer:- Bending moment of continuous slab, BMu=wdu×le2k1+wlu×le2k2 Effective span,   le=L+h…

Q: 19k 19f 6. А 16k 32k 32k 32k 32k 6 at 20 ft 120 ft %3D 170 kN

A: Consider the free body diagram of the truss shown below. Here, RA is the vertical reaction at…

Q: Q1 B) Find Q in 1/s and -V½= 2.5 m/s -D;= 300 mm find V3 in ft/min Q=? V, = 3 m/s D1 = 500 mm Vz = ?…

A: Discharge is the main quantity in any field used to transfer fluids from one place to another. It…

Q: A backsight reading on BM1 (Reduce level = 100.00m) was 3.250m. The inverted staff reading at the…

A:

Q: A differential leveling loop began and closed on BM Tree (elevation 1314.08 ft). The plus sight and…

A: Given-   •  3.04 (+S) on BM Tree. ( Elevation - 1314.08 ft) •   4.76 (-S) and 2.36 (+S) on TP1, •…

Q: 13 q=20 kN/m HTTTT c 10m Sm P-120 KN D 5m B

A: Given data  E = 2 × 105 N/mm2 I = 26 × 108 mm2  Using double integration method find  C1 constant ,…

Errors in surveying

An error in surveying is defined as the difference between two or more values of an identical quantity. However, the estimates are never accurate and there will always be a degree of variability regardless of the research tool or method used. These differences are known as errors that need to be reduced or eliminated to maintain certain levels of accuracy. Even if you carefully follow the prescribed test procedures, the considerations may contain errors.