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3. Prepare a set of leveling notes for the survey shown. Compute all elevations, show the...
Prepare a set of profile leveling notes (and associated computations) for the observations provided below. Be...
Prepare a set of profile leveling notes (and associated computations) for the observations provided below. Be sure to show the page check (balance of foresights and backsights). Adjust the differential leveling notes, but not the profile. All observations and elevations are in feet Elevation of BM A is 545.96 and Elevation of BM B is 538.88 PAY CLOSE ATTENTION TO SIGNIFICANT FIGURES IN YOUR ANSWERS 6. BS 5.59 STA HI FS IFS ELEV DL ELEVProfile 4.2 10+00 10+50 TP1 11+00...
SURVEYING CIVIL. Please do by hand, no Excel, with explanation. Thank you. Q#6 Prepare a set...
SURVEYING CIVIL.
Please do by hand, no Excel, with explanation. Thank you.
Q#6 Prepare a set of level notes for the survey illustrated below Compute the elevations and provide the Arithmetic Check. (5 points) kod Rod Rod FS = 0.540 BS 1.977 FS= 0.982 BS-2.868 M 461 BM 460 Elev. 161.273 TP1 STA BS HI FS Elev.
make sure to answer order of levelling question please 6. Prepare a set of level notes...
make sure to answer order of levelling question please
6. Prepare a set of level notes for the data listed. Perform a check and adjust the misclosure. Elevation of BM 7 is 852.045 m. If the total loop length is 1500 m what order of leveling is represented? POINT +S (BS) -S (FS) BM 7 TP 1 BM 8 TP 2 TP 3 BM 7 9.432 6.780 7.263 3.915 7.223 8.363 9.822 9.400 5.539 1.477
Please explain how to find the various information roblem 8 Complete the accompanying set of level...
Please explain how to find the various information
roblem 8 Complete the accompanying set of level notes and perform the arithmetic check. IS492.18 FS Elevation BS HI Station9.85 BM 102 TP 1 TP 2 0+00 0+50 1 +00 36.93 11.02 5.37 4.04 3.25 3.28 2.16 0.38 2.98 1.55 1.84 0.62 1 +50 171.20 2.37 2 +00 BM 103
Problem 2. Leveling observations are shown below. Using any acceptable format, write the field notes. Write...
Problem 2. Leveling observations are shown below. Using any acceptable format, write the field notes. Write the adjusted elevations and the page check for the entire level line/loop. Show your computations as necessary and sufficient although they are not part of the field notes. True Elevations: BM COM = BM ANT = 505.22 ft 497.74 ft Foresight (ft) Station BM COM TP 1 TP 2 BM BAT TP 3 TP 4 TP 5 BM ANT Backsight (ft) 6.44 5.67 4.19...
Please answer A to J 5.11 4.66 3.98 120 1.80 2.01 TP2 1263.45 ft. 4.42 4.30...
Please answer A to J
5.11 4.66 3.98 120 1.80 2.01 TP2 1263.45 ft. 4.42 4.30 4.72 TP 1 BM 61 = 1257.18 BS HI IS FS Elevation Station BM61 0+00 0+50 TP1 1+00 1+50 1+75 TP2 Sums 1257.18 4.72 4.42 4.30 5.11 2.01 4.66 3.98 1.20 1.80 3.81 9.83 J. What is the misclosure error of this level loop.
Complete the profile leveling field notes below, then answer questions 78-86 that follow. STATION HL ROD...
Complete the profile leveling field notes below, then answer questions 78-86 that follow. STATION HL ROD ELEVATION BM-1 100.00 0100 1.40 0+50 1400 2.60 3.60 4.90 1+50 TP-1 2400 12.39 5.20 2+50 3+00 7.90 8.60 3+50 | TP-2 . 10.66 8.80 12.70 5+00 BM-2 9.36 78. What is the elevation of the very first H.L.? A. 95.32 B 4.68 c. 1.48 D. 104.68 None of the above 79. B What is the elevation of Station 0+00? A 1.40 101.40 10/6.08...
23. Calculate the following profile level notes. Provide an arithmetic check. Plot the profile points on...
23. Calculate the following profile level notes. Provide an arithmetic check. Plot the profile points on 8.5 x 11 paper at a scale of 1" = 50' horizontally and 1” = 1'. Profile Level Notes of Camp Rotary Road Station +BS -FS -SS Elev 441.02m BM 325 TP #1 | 2.562 2.430 | | 3.833 | 0+00 4.63 0+20 5.23 3.82 0+40 1.75 0.54 0+55 1+45 TP # 2 1 +50 3.958 2.770 1.82 2+76 3.65 4.79 3+00 TP #...
please I need assistance with exercises 7.3 & 7.9 thank you!! Problems 117 PROBLEMS 7.6 PS...
please I need assistance with exercises 7.3 & 7.9
thank you!!
Problems 117 PROBLEMS 7.6 PS 7.1 Explain the difference between tuming points and bench marks In Problems 7.2 to 7.4. complete and check the level notes shown 7.2 M 167 --- BIH 7.4 ASS MP3 TO TH TF км, EL Station BS HI FS Elevation 7.7 88.00 BM TP, TP: ТР, BM 2.45 5.43 3.18 4.22 6.53 1911 701 AM 8.113 . 4.91 7.42 6,11 EL - 6 A...
5.10 5.10 What error results on a 30-m sight with a level if the rod reading...
5.10
5.10 What error results on a 30-m sight with a level if the rod reading is 2.865 m but the top of the 3 m rod is 0.3 m out of plumb? 5.11 What error results on a 200-ft sight with a level if the rod reading is 6.307 ft but the top of the 7-ft rod is 0.2 ft out of plumb? 5.12 Prepare a set of level notes for the data listed. Perform a check and adjust...
Prepare a set of profile leveling notes (and associated computations) for the observations provided below. Be sure to show the page check (balance of foresights and backsights). Adjust the differential leveling notes, but not the profile. All observations and elevations are in feet Elevation of BM A is 545.96 and Elevation of BM B is 538.88 PAY CLOSE ATTENTION TO SIGNIFICANT FIGURES IN YOUR ANSWERS 6. BS 5.59 STA HI FS IFS ELEV DL ELEVProfile 4.2 10+00 10+50 TP1 11+00...
SURVEYING CIVIL.
Please do by hand, no Excel, with explanation. Thank you.
Q#6 Prepare a set of level notes for the survey illustrated below Compute the elevations and provide the Arithmetic Check. (5 points) kod Rod Rod FS = 0.540 BS 1.977 FS= 0.982 BS-2.868 M 461 BM 460 Elev. 161.273 TP1 STA BS HI FS Elev.
make sure to answer order of levelling question please
6. Prepare a set of level notes for the data listed. Perform a check and adjust the misclosure. Elevation of BM 7 is 852.045 m. If the total loop length is 1500 m what order of leveling is represented? POINT +S (BS) -S (FS) BM 7 TP 1 BM 8 TP 2 TP 3 BM 7 9.432 6.780 7.263 3.915 7.223 8.363 9.822 9.400 5.539 1.477
Please explain how to find the various information
roblem 8 Complete the accompanying set of level notes and perform the arithmetic check. IS492.18 FS Elevation BS HI Station9.85 BM 102 TP 1 TP 2 0+00 0+50 1 +00 36.93 11.02 5.37 4.04 3.25 3.28 2.16 0.38 2.98 1.55 1.84 0.62 1 +50 171.20 2.37 2 +00 BM 103
Problem 2. Leveling observations are shown below. Using any acceptable format, write the field notes. Write the adjusted elevations and the page check for the entire level line/loop. Show your computations as necessary and sufficient although they are not part of the field notes. True Elevations: BM COM = BM ANT = 505.22 ft 497.74 ft Foresight (ft) Station BM COM TP 1 TP 2 BM BAT TP 3 TP 4 TP 5 BM ANT Backsight (ft) 6.44 5.67 4.19...
Please answer A to J
5.11 4.66 3.98 120 1.80 2.01 TP2 1263.45 ft. 4.42 4.30 4.72 TP 1 BM 61 = 1257.18 BS HI IS FS Elevation Station BM61 0+00 0+50 TP1 1+00 1+50 1+75 TP2 Sums 1257.18 4.72 4.42 4.30 5.11 2.01 4.66 3.98 1.20 1.80 3.81 9.83 J. What is the misclosure error of this level loop.
Complete the profile leveling field notes below, then answer questions 78-86 that follow. STATION HL ROD ELEVATION BM-1 100.00 0100 1.40 0+50 1400 2.60 3.60 4.90 1+50 TP-1 2400 12.39 5.20 2+50 3+00 7.90 8.60 3+50 | TP-2 . 10.66 8.80 12.70 5+00 BM-2 9.36 78. What is the elevation of the very first H.L.? A. 95.32 B 4.68 c. 1.48 D. 104.68 None of the above 79. B What is the elevation of Station 0+00? A 1.40 101.40 10/6.08...
23. Calculate the following profile level notes. Provide an arithmetic check. Plot the profile points on 8.5 x 11 paper at a scale of 1" = 50' horizontally and 1” = 1'. Profile Level Notes of Camp Rotary Road Station +BS -FS -SS Elev 441.02m BM 325 TP #1 | 2.562 2.430 | | 3.833 | 0+00 4.63 0+20 5.23 3.82 0+40 1.75 0.54 0+55 1+45 TP # 2 1 +50 3.958 2.770 1.82 2+76 3.65 4.79 3+00 TP #...
please I need assistance with exercises 7.3 & 7.9
thank you!!
Problems 117 PROBLEMS 7.6 PS 7.1 Explain the difference between tuming points and bench marks In Problems 7.2 to 7.4. complete and check the level notes shown 7.2 M 167 --- BIH 7.4 ASS MP3 TO TH TF км, EL Station BS HI FS Elevation 7.7 88.00 BM TP, TP: ТР, BM 2.45 5.43 3.18 4.22 6.53 1911 701 AM 8.113 . 4.91 7.42 6,11 EL - 6 A...
5.10
5.10 What error results on a 30-m sight with a level if the rod reading is 2.865 m but the top of the 3 m rod is 0.3 m out of plumb? 5.11 What error results on a 200-ft sight with a level if the rod reading is 6.307 ft but the top of the 7-ft rod is 0.2 ft out of plumb? 5.12 Prepare a set of level notes for the data listed. Perform a check and adjust...
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> Why did you change the reading of station F from 3.98 to 3.96? I completed the same problem using the rise and fall method and ended up with an error of 0.02
Daniel Knight Wed, Jan 19, 2022 2:04 PM