While measuring a survey lineusing a tape between two stationsA and B intervened by a hilla. Chainage free but visiongets obstructedb. Vision free but chainagegets obstructedc. Both chaining and visiongets obstructedO d. Chaining gets obstructed

Option A is correct Chaining free but vision gets obstructed .

Answered: While measuring a survey line using a…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Q3: A: Draw the diagram of traverse classification. B: In closed traverse ABCD. The partial coordinates were known as shown below. Determine its area by DMD method. 04 N Dofland OWODY dienstl it with (nm) dinostim Mem. AB BC CD DA ΔΧ 40 -80 -50 AY 60 100 -70
Problem : Determine the coordinat es of the centroid the Exercist of greg shown w/ respect to the given axisi 3 of AINT: compu7E PER AREA
HM 36 Q.3 A level circuit is shown in figure. The survey, needed for local engineering project, commenced at BM 35, the elevation of new benchmarks 36, 37, 38 and 39 were determined, and then the level survey was looped back to BM 35, the point of commencement. Fined the adjusted new BMs. ВМ 35 Elevation(m) 119.010(fixed) 35 36 37 38 39 35 123.342 118.206 118.451 120.491 118.933 09 km. DM 35 O8 km DBM 37 08 km 08 km BM 39 BM 38 0.7 km
Situation D. Using the figure, supply the data needed in the numbered cell. BS FS BS FS BS FS 8.78 3.06 1.02 5.67 6.46 3.11 вм, TP, TP, Elevation 110.42 BM2 Point BS HI FS Elevation BM, TP, TP2 BM2 (9) (10)
5:18 M LAZ Zoom Leave V ERIALS/1ST%20sem/CE%20PC%20313/Structural%20Analysis%20by%20Aslam%20.. Sign in ... TU IL TO IL El = constant E = 29,000 ksi I = 4,000 in.4 FIG. P6.16, P6.42 64 k t point A C В 9 ft 9 ft- -18 ft El = constant E = 29,000 ksi I = 500 in.4 FIG. P6.17, P6.43 6.18 through 6.22 Determine the smallest moment of inertia I required for the beam shown, so that its maximum deflection does not execed the limit of 1/360 of the span length (i.e., Amax < L/360). Use the moment-area method. C 60 kN 300 kN - m A B. .1 Unmute Start Video Share Participants More II
Q10/ If you have the following records listed in the table below: Find the area of the traverse (ABCD)? Mem. St. A B с D A AB BC CD DA AX 60 ? -60 ? ΔΥ ? 50 -60 -70 DMD ? 50 ? -70 DMD * AY 4800 ? ? ?
On the drawing below, the virtual condition of the 4 holes is? O .450 .375 O.395 O .020 D O .430 Ø3.000 .020 0 10 45° 4X Ø.395-.430 Ø.500-.510 Ø.020MABMCM +0.010M ADM Ø2.000 .375-.395 4.000MABM C A 0.005MA B
A survey party proceeded to do their stadia survey work as follows. The transit was set upat A and with the line of sight horizontal, took rod reading at points B and C which is 300mand 80m from A respectively. With rod at B, the stadia interval was recorded to be 3.001mand with the rod at C, the stadia interval was recorded to be 0.800m. The distance fromthe instrument to the principal focus was recorded to be 0.30m. Then they went to surveyother points with some of the data recorded as follows with the transit at point D, thetwo points E and F were sighted.Rod at E Stadia interval = 2.25mVertical Angle = +4030’Rod at F Stadia interval = 3.56mVertical Angle = -3030’a. Compute the stadia interval factorb. Compute the horizontal distance DEc. Compute the difference in elevation between E and F assuming elevation of D is350.42m above sea level.
4 8m L X find(X)2? Sm /
In AHJK, PM I| JK as shown. Find HPM. H. M 76 10 25 27' K O HPM = 76°10' O HPM = 25°27' %3D O HPM = 90° O HPM = 78°23' %3D None of the above
Complete the fieldwork report for this data: STA BS HI FS IFS ELEV Remarks BM-A 0.95 101.345 m 0+000 3.04 +010 2.31 ТР-1 3.15 0.68 0+020 2.72 +030 2.85 +34.2 3.11 +39.3 0.56 +040 0.88 ТР-2 2.16 1.28 +045 0.94 +050 1.28 +060 1.70 +070 2.81 ТР-3 0.82 2.37 ТР-4 1.35 3.50 +075 3.00 BM-B 1.99
Problem #7 A transit with a stadia interval factor of 100.12 was set at Con the line between points A and B, the following stadia *readings were observed. (dray, the Instrument set up) Stadia Hair Readings (m) Rod Position Vertical Angle Upper (a) Middle (c) Lower (b) Rod Held at A - 5° 17' 1.318 1.148 0.978 Rod Held at B + 2" 21' 2.048 1.882 1.355 If the stadia constant is 0.29 m determine the following: A. Length of line AB (horizontal). ANSWER: B. If the elevation at Bis 76.751m what is the elevation at A. ANSWER:

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While measuring a survey line using a tape between two stations A and B intervened by a hill a. Chainage free but vision gets obstructed O b. Vision free but chainage gets obstructed O c. Both chaining and vision gets obstructed O d. Chaining gets obstructed