if the corrected vertical and horizontal alignment of the sides of the traverse (ABCDE) are as they are in a table and the coordinates of a point A are (1000,1000), calculate the coordinates of all the points. Latitude (m) Departure (m) Line N S E W AB 325.16 +620.24 BC 449.35 4946.24 CD +980.25 742.60 DE - 536.89 797.80 EA - 567.55 26.08 1 -- -

if the corrected vertical and horizontal alignment of the sides of the traverse (ABCDE) are as they are in a table and the coordinates of a point A are (1000,1000), calculate the coordinates of all the points. Latitude (m) Departure (m) Line N S E W AB 325.16 +620.24 BC 449.35 4946.24 CD +980.25 742.60 DE - 536.89 797.80 EA - 567.55 26.08 1 -- -

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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Traversing Principles: Missing Data Problem 1. A close traverse shows tabulated values of latitudes and departures. LINES 1-2 2-3 3-4 4-5 5-6 6-1 1. Compute the DMD of line 3-4. 2. Compute the length of line 6 to 1. 3. Compute the bearing of lines 6 to 1. LATITUDE +84.60 +95.32 +62.66 -48.16 -43.04 DEPARTURE -56.11 -57.52 -31.40 +59.70 +47.63
What is the correction for the latitude of BC using the transit method? Line AB BC CA a. 183.987 b. 185.879 c. 183.789 O d. 184.78 Length (m) 125.91 198.57 229.88 Consecutive co-ordinates Latitude -264.97 +182.96 +79.62 Departure +50.65 -104.62 +59.77
Given the data of a mathematically closed traverse. LINE, ****** LAT ****** DEP AB ****** 19.77 ****** 11.88 BC ****** 17.33 ****** -16.6 CD ****** -45.02 ****** "a" DE ****** -12.54 ****** 29.55 EA. ****** "b" ****** 5.10 9. Find the length of line CD. A. 54.30 B. 32.10 C. 47.22 D. 50.01 10. Find the area of traverse. A. 1360.14 sq. m B. 2532. 42 sq. m C. 1256.68 sq. m D. 2680.52 sq. m
Q8) Calculate the adjusted coordinates of all stations in the following traverse given that the station Q is the origin (use the transit rule method). Line Bearing Length (m) QR RS ST TQ N62° 02′ 30″E N27° 35' 10"W S78° 41' 15"W S07° 58' 00″W 172.2 87.52 93.81 141.08
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AZIMUTH/BEARING OF LINE AB = S37W please answer the blank tables below and show detailed computation. include also the plot.
Given the data of a mathematically closed traverse. LINE, ****** LAT ****** DEP AB ****** 19.77 ****** 11.88 BC ****** 17.33 ****** -16.6 CD ****** -45.02 ****** "a" DE ****** -12.54 ****** 29.55 FA ****** "b" ****** 5 10 7. Find the double area that corresponds to course DE. A. 445.22 sq. m B. 409.59 sq. m C. 423.11 sq. m D. 498.60 sq. m 8. Find the azimuth from North of line DE. A. 54° В. 42° C. 108° D. 113°
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Traversing Principles: Missing Data Problem 1. A close traverse shows tabulated values of latitudes and departures. LINES 1-2 2-3 3-4 4-5 5-6 6-1 1. Compute the DMD of line 3-4. 2. Compute the length of line 6 to 1. 3. Compute the bearing of lines 6 to 1. LATITUDE +84.60 +95.32 +62.66 -48.16 -43.04 DEPARTURE -56.11 -57.52 -31.40 +59.70 +47.63
Given the data of a mathematically closed traverse. LINE. ****** LAT ****** DEP AB ****** 19.77 ****** 11.88 BC ****** 17.33 ****** -16.6 CD ****** -45.02 ****** "a" DE ****** -12.54 ****** 29.55 EA. FA ****** "b" ****** 5 10 Type the letter of the correct answer 1. Find the value of 'a". A. -30.36 m B. -32.87 m C.-31.54 m D. -36.98 m Find the value of "b". A. 19.22 m B. 20.46 m C. 23.52 m D. 27.54 m 2.
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