Q: A not to scale sketch illustrating a theodolite measuring the top of a shed shown below with the slope distance, horizontal and vertical angles, and total coordination information known as specified in the table. 1.465 m Slope distance Horizontal angle Vertical angle Total coordination 264.948 m 215° 52' 28" 91°56' 07 5150.500 E 2222.640 N R.L 123.565 R.L ?? • Calculate the reduce level of the ground at the base of the shed. Show calculation process. 2.2 m

Q: A not to scale sketch illustrating a theodolite measuring the top of a shed shown below with the slope distance, horizontal and vertical angles, and total coordination information known as specified in the table. 1.465 m Slope distance Horizontal angle Vertical angle Total coordination 264.948 m 215° 52' 28" 91°56' 07 5150.500 E 2222.640 N R.L 123.565 R.L ?? • Calculate the reduce level of the ground at the base of the shed. Show calculation process. 2.2 m

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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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
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ANSWER KEY: PROBLEM 5.10K1=102.2495mPROBLEM 5.11 D=150.7275m∆h= 33.8483m
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Q.3 A level circuit is shown in figure. The survey, needed for local engineering commenced at BM 35, the elevation of new benchmarks 36, 37, 38 and 39 were project, 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 вм 36 0.9 km вм 35 0.8 km Фвм 37 0.8 km 0.6 km BM 39 BM 38 0.7 km
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
34 Assignment In order to carry out tacheometric surveying, following observations wer taken through a tacheometer set up at station P at a height 1.235m. Compute the horizontal distance of S from P and reduced level of statio at S if R.L. of station P is 262.575m Staff held Vertical at Dr Q R S Horizontal distance from P (m) 100 200 ? 20. K ENGIN Staff Reading (m) 1.01 2.03 3.465, 2.27, 1.280 2.03m 1.01m 100m 200m Angle of Elevation 0° 0° 5° 24' 40"
30 Y 5OKN 3. 4 40° 7OKN 450 l00 KN z Fy=? ī Fx = ? %3D RF = ? %3D 20
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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 35 36 37 38 39 35 Elevation(m) | 185.000(fixed) 184.242 187.299 186.251 188.397 184.933 BM 36 0.9 km вм 35 0.8 km Фвм 37 0.8 km 0.6 km BM 39 вм 38 0.7 km