Calculate the coordinates of stations Band C in the traverse below, given that* .(station A =(1000m,1000m165 20B120m45 15CA(1000, 1000)B(1419.6, 1216.8), C(1350, 1020.71)B(1319.6, 1316.8), C(1350, 1200.71)B(1314.6, 1315.8), C(1360, 1200.71) OB(1314.6, 1216.8), C(1360, 1220.71) O450m

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Calculate the coordinates of stations B and C in the traverse below, given that * .(station A =(1000m,1000m 165 20 B 120m 45 15 C (1000, 1000) B(1419.6, 1216.8), C(1350, 1020.71) B(1319.6, 1316.8), C(1350, 1200.71) B(1314.6, 1315.8), C(1360, 1200.71) O B(1314.6, 1216.8), C(1360, 1220.71) O 450m

Calculate the coordinates of stations B and C in the traverse below, given that * .(station A =(1000m,1000m 165 20 B 120m 45 15 C (1000, 1000) B(1419.6, 1216.8), C(1350, 1020.71) B(1319.6, 1316.8), C(1350, 1200.71) B(1314.6, 1315.8), C(1360, 1200.71) O B(1314.6, 1216.8), C(1360, 1220.71) O 450m

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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Concept explainers

Area Computations

The area is the mathematical estimation of the inner space occupied by any shape or object and area computation is the evaluation of how much inner space that particular shape or object has utilized. Simple applications include calculating the area of wall for the quantity of paint or plaster to be applied on it, area calculations for construction of a trapezoidal dam and how much material is required, calculating the area of a circle to determine the range or distance of wheels that they are capable of covering due to varied radii and so on.

Question

Calculate the coordinates of stations B
and C in the traverse below, given that
* .(station A =(1000m,1000m
165 20
B
120m
45 15
C
A
(1000, 1000)
B(1419.6, 1216.8), C(1350, 1020.71)
B(1319.6, 1316.8), C(1350, 1200.71)
B(1314.6, 1315.8), C(1360, 1200.71) O
B(1314.6, 1216.8), C(1360, 1220.71) O
450m

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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°
2. Correct the survey data below for a closed traverse. LINE OBSERVED DIMENSIONS DISTANCE BEARING (m) АВ 319.27 N 86°46' E N 1°35' W S 78°50' ВС 551.35 CD 417.26 W DE 220.87 S 30°25' W EA 375.36 S 36°17' E
Given in the accompanying tabulations are the observed the data of a traverse. Compute the following: Adjusted Latitude of line DA Adjusted Departure of line CD Adjusted Latitude of line BC Adjusted Departure of line AB Total Adjusted Length
I need the answer quickly
Use compass rule. Express your answer in 4 decimal places. • Determine the adjusted angle of bearing of AB in degrees. • Determine the adjusted length of CD in meters. • Determine the adjusted length of AB in meters using transit rule.
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.
Draw the figure clearly and in detail given the provided data below.
I. TRANSIT RULE. Given in the accompanying tabulation are the observed data for a traverse obtained from a transit- tape survey. De- termine the latitudes and departures of each course and balance these quantities by employing the transit rule. Tabulate values accordingly. COURSE LENGTH AB BC CD 495.85m 850.62 855.45 AZIMUTH FROM NORTH 5°30' 46 02' 112°22' COURSE LENGTH 1,020.87m 1,117.26 660.08 DE EF FA AZIMUTH FROM NORTH 167°35' 263 44' 304°51' 2. ADJUSTMENT OF LENGTHS AND AZIMUTHS. Given the observed and calculated data in Problem No. I. Determine the adjusted length and adjusted azimuth (reckoned from north) of each course and tabulate values accordingly.
For the following observations 65.57, 65.39, 65.37, 65.48 m the line's most probable length is a) 65.45 b) 65.00 C) O 6.545 d) O 6545 Boş bırak
6. LATITUDES tabulations are the observed data pertaining to four diffe- rent traverses. CoOmpute and tabulate the latitudes and departures of each course. AND DEPARTURERS. Given in the accompanying AZIMUTH FROM SOUTH LINE LENGTH BEARING LINE DISTANCE NO0° 42'E S85 57'E so3* 04'w S52 51'w 242 30' 353 15' 99 45' 154 00 AB 732.72m JK 430.05 m BC 324.78 KL 425.18 CD 477.24 LM 357.20 DA 388.08 MJ 183.18 AZIMUTH COURSE LENGTH COURSE LENGTH BEARING FROM NORTH 228 20' 267 43' 352 01' 82 12' 131 48' N59 33'E S39 18'E so6*35'w NI7:48'w N70°59'w 1-2 161.46 m 1-2 427.00 m 301.95 180.49 2-3 3-4 2-3 171.83 3-4 445.66 4-5 229.70 326.73 434.50 4-5 5-1 130.55 5-1 7. ERROR OF CLOSURE. Given the following tabulated data for vevs