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

Q: mins. and (p)r-02m.

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Q: 777 TTI

A: static indeterminacy : When the static equilibrium equations - force and moment equilibrium…

Q: p=50kN , W=90KN/m , h=7m , b=5 m

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Q: 0.20m Pp = 90 Pz = 12 %3D

A: Given:- fc=22Mpa fy=418MPa Pl=120kN Pd=90kN To find:- a) spacing of stirrups required by torsion b)…

Q: 520 NA 230 N/m Chinged -13m 6m- BO -15m- 46 N O 6774 N D 3175 N 2450 N

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Q: 文 1 m 7-190KN/m? Es KN/m2

A: Given, b = 1 m  L = 2 m  z = 1 m  μ = 0.3

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

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Q: Calculate the polar radius of gyration of the shaded area about its centroid C. Assume t=115 mm, a…

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Q: The top of the mast signal 1750m away was sighted through a transit with recorded vertical angle of…

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Q: Use the virtual work method to determine the horizontal deflection at joint H of the truss shown in…

A: Solution Draw the diagram with reaction

Q: Station B.S. 71cm H.I. F.S. Elevation 100 BM1 Remarks TP1 TP2 66cm-72cm 32cm-37cm 185-189.5 291-294…

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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. –…

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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: Locate the centroid y̅ of the shaded area.

A: Consider the diagram shown below.

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

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Q: STATION BS HI FS ELEVATION Sta A |: 25 500. 06 m TP 1 l.24 2.48 TP 2 go18 ТР 3 ト96 2177 TP 4 (. 50…

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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: Assume the separation for A, B, and C. With the instrument midway between A and B the readings are A…

A:

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…

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

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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=150 KN 500mm T350MMH

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

Q: Determine the maximum deflection of the beam shown in Fig. a. EI is constant.

A: Since reactions are already shown in the figure. So, by Macaulay's method of integration, deflection…

Q: Use the conjugate-beam method to determine the slopes and deflections at points B and D of the beams…

A: A Conjugate beam is the imaginary beam with the same dimensions as that of the original beam but…

Q: Q.2 50 kN 50KN - 20m 20 m. a 41

A: in given question, we have  a reaction at D support and a hinge at between B and C. A rolling load…

Q: 15 KNm B 6m

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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: %Y. 36 ull 0 1,0K/s Asiacell 3 Reciprocal ranging is employed when

A: Reciprocal ranging is employed when the ranging rod from one station is not visible from other…

Q: = 20kN/m -8 kN/m

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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

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Q: A closed traverse has the following data: Course Bearing Distance 1-2 N9.27deg.E 58.7m. 2-3 S 88.43…

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Q: 75% 130° F=10 N d= 5m

A: Given, Free body diagram of given figure:-

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: LINE FORWARD BEARING BACK BEARING AB S 37° 30' E N 37° 30' W N 44° 15' E S 43° 15' W N 73° 00' W BC…

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Q: E (600)тm EA EA Р- 180 kN EA Oy A В C 0-ɛ diagram of the bars 300 тm 300 тm 300 тm

A: The displacement of the system is equal to the displacement of all the individual components in the…

Q: 24KN/m

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Q: 80 kN 120 kN F 3m G TH 200 kN 4 Panels @ 4m 16m %3D D.

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Q: 1200 N/m 4.5 m Fig. P4.28

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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: A 10 m y D B 60 KN 40 KN 80 KN 30 mr 50m 50m -30m

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Q: The top of the mast signal 1750m away was sighted through a transit with recorded vertical angle of…

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

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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: C. Leveling Rod BS Elev. of TP, Difference in Elev. between Elev of BM and BM₂ BM, (known) (Do not…

A: Calculate the elevation of all stations

Q: section 1, Q1= 0.11 m^3/s and p1= 138 kPa. d2=100mm 309 (2) water 2, d,=150mm 13 50 Od:375mm

A: Q1=0.11 cumec P1=138kPa

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.