please calculat the angles and complete the following table. Ba A- 零方向 D Survey Survey Targe station round Reading Average Value after Average value after CLR zero face left face right reading CLR zero with multiple rounds .. 00 02 06 180 02 00 51 15 42 231 15 30 131 54 12 311 54 00 182 02 24 02 02 24 A 02 12 180 02 06 A 90 03 30 270 03 24 в 141 17 00 321 16 54 221 55 42 41 55 30 292 04 00 92 03 54 A 90 03 36 270 03 36

please calculat the angles and complete the following table. Ba A- 零方向 D Survey Survey Targe station round Reading Average Value after Average value after CLR zero face left face right reading CLR zero with multiple rounds .. 00 02 06 180 02 00 51 15 42 231 15 30 131 54 12 311 54 00 182 02 24 02 02 24 A 02 12 180 02 06 A 90 03 30 270 03 24 в 141 17 00 321 16 54 221 55 42 41 55 30 292 04 00 92 03 54 A 90 03 36 270 03 36

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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Solution in this format:Given:Required:Solution: The measured values of distance AB were recorded. Compute the following: round up the values in three decimal placesa. Probable error b. Standard deviationc. Standard error Trials Distance 1 200.672 2 200.676 3 200.522 4 200.699 5 200.501
Please solve two thanks in advance
CLOSED COMPASS TRAVERSE. Given in the accompanying sketch are the observed forward and back bearings of a closed compass traverse. Adjust the observed directions and tabulate values accordingly. Can you show the complete solution for this problem including the computation. Thank you
According to given figure, x = lxc + Ac (y1 - y)² + 1xw+Axw (Y-Y₂)² x = (53.7 x 106) + 3929(460.6 - 296.66)² + (333 x 106) +9450(296.66 - 228.5)² x = (159.297 +376.903) x 106 x = 536.2 x 106 mm² Now, ly = lyc+lyw ly = (1.61 x 106) + (16.6 + 106) = 18.21 x 106 mm² ly A = 13379 mm² x = 536.2 x 106 mm4 ly = 18.21 x 106 mm 4
Can you please explain how this is calulated?
Please Answer this one! Thank you
The following values are determined after measuring a line thru series of tape measurements are were recorded to be: 750.37, 750.43, 750.41, 750.50, 750.42 and 750.39. What is the probable error of any single measurement to the nearest hundredths? Choices: +-0.03 +-0.02 +-0.01 +-0.04
i need the answer quickly
In the value of data shown: Take X = 621.22 What is the value of LEC?
O Problem 4 Given in the tabulation below are the observed forward and backward bearings of an open compass traverse. Plot the traverse and adjust the forward and backward bearing of each course. Tabulate answers and show accompanying computations. LINE AB BC CD DE EF FG LENGTH 60 m 40 80 63 70 65 OBSERVED BEARINGS FORWARD S 33° 38' W S 25° 32' E N 42° 15' E N 71° 14' E S 15° 10' E N 80° 38' W BACKWARD N 34° 15' E N 26° 31' W S 42° 15' W S 72° 43' W N 16° 11' W S 81° 15'E CORRECTED BEARINGS FORWARD BACKWARD
Q.4. arithmetic check. Write your calculations in detail and fill the table. The units of readings in the table are meter (SI system). Please calculate elevations in the stations given in the table and show the Station BS FS H.I. Elevation ВМА 2.16 500.00 ТР 1 3.24 1.13 ТР 2 3.14 1.07 ТР 3 2.59 1.67 BM B 1.39