Using the data given below, calculate the mean direction to each point using the direct and reverse measurements for each point sighted. Then, calculate the horizontal angles between lines using the mean directions. Point Sighted HA-Direct Read HA-Reverse Read В 0°00'00" 0°00’00" 43°21'15" 43°21'11" В 359°59'58" 359°59'56"

Using the data given below, calculate the mean direction to each point using the direct and reverse measurements for each point sighted. Then, calculate the horizontal angles between lines using the mean directions. Point Sighted HA-Direct Read HA-Reverse Read В 0°00'00" 0°00’00" 43°21'15" 43°21'11" В 359°59'58" 359°59'56"

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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Similar questions

Using the data below, compute for the Linear Error of Closure Also, Determine the adjusted latitude and departure using compass rule: Line Distance Latitude Departure Adjustment (Lat) Adjustment (Dep) Adjusted Lat Adjusted Dep 1-2 388.08 -234.363 -309.322 2-3 732.72 732.665 8.952 3-4 324.78 -22.938 323.969 4-1 477.24 -476.557 -25.531 Express all answer unitless and with 3 decimals for A to J Next
Practical part: Q5).The following angles and distance were measured in the closed loop traverse (ABCDEFA), Draw the traversing shape with angles and calculate the correction per Angles and compare the results with the specifications. S Station A B C D E F Side AB BC CD DE EF FA Angle 124°08'40" 126°59'01* 97°39'53" 137°05'60" 118°16'50" 115°43'35" 12698 57 1 115.73 71983
Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine the missing data. Line Length Bearing AB 589.060 m N 87°30’ E BC 291.860 m N 30°30’ E CD 656.980 m S 42°45’ E DE 654.060 m Unknown EF 686.660 m Unknown FA 391.730 m N 07°02’ E Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES. please answer this with accuracy and with proven solution. thank you.
Latitude and Departure Given the observed data of a closed traverse, determine the latitudes and departures of each line. Line Length Bearing AB 427.000 m N 59°33’ E BC 301.950 m S 39°18’ E CD 445.660 m S 06°35’ W DE 326.730 m N 17°48’W EA 434.500 m N 70°59’ W * Indicate the sign for latitude and departure * Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.
Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine the area of the traverse using DPD Method. Line Length Bearing AB 413.600 m N 09°30’ W BC 304.380 m N 55°06’ W CD 407.210 m S 57°35’ W DE Unknown S 04°05’ E EA 649.630 m Unknown Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.
Q2/ In field work, vertical angles was measured from station A to stations B.C as show in table below, if the height of instrument at point A is (1.3m) and the elevation at same point is (25m), calculate the elevations of others points if know the horizontal distances for points B, C, are 80, 120, m respectively. Observed point Vertical angle F.R station F.L B. "50 '7ב "97 262 32 36" 93° 27 14" 266 32 18"
Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine the Area of the Traverse. Line Length Bearing AB 589.060 m N 87°30’ E BC 391.730 m N 07°02’ E CD 291.860 m N 30°30’ E DE 656.980 m S 42°45’ E EF 654.060 m Unknown FA 686.660 m Unknown Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.
The accompanying tabulation are given the adjusted latitude and departures of a closed traverse. LINE | LATITUDE (m) DEPARTURE (m) АВ 490.71 47.27 BC 587.12 608.89 CD -327.41 786.78 DE -1002.76 218.32 EF -122.67 -1116.62 FA 375.01 -544.64 Calculate the area by the DPD Method in square meter. (Just input the magnitude only in two decimal places.
Direction: Given the following data on the table. Fill up the needed data. Balance the traverse by transit rule. Solve the area by DPD or DMD. Sketch the traverse. All values must be in decimal places. LIN BEARIN E DISTAN CE (M) AZIMUT COMPUTED ADJUSTED DEPARTURE ADJUST ED DISTAN CE ADJUST DPD ED AZIMUT DOUBLE COMPUTED DEPARTURE ADJUSTED LATITUDE ADJUST ED BEARIN H LATITUDE AREA (from S) H (nearest (nearest minute) minute) +NL -SL +ED -WD +NL -SL +ED -WD AB N 10-00 650.00 BC S 70-29 E CD S 26-28 895.00 315.00 DE S 65-33 875.00 EA N 45-31 410.00 TOTAL LEC : RP (nearest hundred) AREA
A traverse has the following data: Upload LINE Choose a File AB BC CD DE EA LENGTH 33.48 Use compass rule in adjusting the closed traverse and compute for the Linear Error of Closure and Relative Error of Closure. 8.11 39.42 7.08 22.02 BEARING N 73°23' E $ 39°30' E S43°40' W N 39°50' W N 17°33' W
4. Calculate the elevation for stations along an irrigation canal. Elevation of BM1 is 646.52 and BM2 is 659.88. Is the total error acceptable? (Tabulate your answer) Note: Please remember that The intermediate foresights are the ones that are NOT read on benchmarks or turning points. Station BM1 (43+20) TP1 44+00 44+70 45+00 45+50 46+00 47+00 TP2 48+20 TP3 49+00 50+00 50+50 TP4 51+20 52+00 53+00 BM2 (53+90) B.S. 7.75 5.95 6.74 5.85 6.32 F.S. 3.06 3.15 1.95 2.45 2.85 3.10 2.8 4.16 3.15 3.45 4.05 3.15 2.85 3.2 3.15 2.65 3.14 4.35
Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine the missing data. Line Length Bearing AB 413.600 m N 09°30’ W BC 304.380 m N 55°06’ W CD 407.210 m S 57°35’ W DE Unknown S 04°05’ E EA 649.630 m Unknown Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.