GNEN THE FOLLORYING TABULATED DATA FOR A COCED TRAVEKSE IN WAICH THE LENGTH AND BEAR ING OF COURCE CD ARE UNKNOWN . COURSE LENGTH BEAKING + LAT LAT + DEP - DEP 255.75 NO4°80'E 254 ·96 20.07 BC 410 ' 0G N42° 16'E 300 53 275 71 CD DE 852 'G5 s80°19'W 786 05 430 · 40 EA 250 28 N96°46W 157.78 167.73 DETERMINE THE LENGTH t AND BEARING OF THE LINE CD.

GNEN THE FOLLORYING TABULATED DATA FOR A COCED TRAVEKSE IN WAICH THE LENGTH AND BEAR ING OF COURCE CD ARE UNKNOWN . COURSE LENGTH BEAKING + LAT LAT + DEP - DEP 255.75 NO4°80'E 254 ·96 20.07 BC 410 ' 0G N42° 16'E 300 53 275 71 CD DE 852 'G5 s80°19'W 786 05 430 · 40 EA 250 28 N96°46W 157.78 167.73 DETERMINE THE LENGTH t AND BEARING OF THE LINE CD.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

compute the table using transit ruie
EVALUATE once he given throvene uning fo) Compou Rule and (b) franat Rule COURSE LENGTH (m) BEARING AB 49585 NOS" 30E BC 850.62 N 46 02 E CD 855.45 56 38 E DE 1020.87 S12 25E 1117.26 383 44 W EF 660.08 N SS O W FA
4.791 Bm 15 71.589° THOT # 8.629 Tpt 12.124 7.2.32 Tp-3 1678 5,643' 1.747' Bm 39 тр-2 Place data in the form of field notes. Include the arithmetic check. Assuming the average length of each BS and FS is 125ft. determine the order of accuracy. of closure for construction projects. Use the evver 2.932' Constraction site
Use THIESSEN POLYGONS in solving.
COMPLETE THE TABLE. SHOW COMPLETE SOLUTION
How do you derive these equations (that are encircled) to get those values (underlined)?
I need a quick solution within 15 minutes With my best wishesTon.
13 19 81 30 33 3 27 90 5.5 3. 8. 89 69 土1 pom the water furface whereas the 18 24 The deptt usas measured a velociky wap measured woith a prpellv within egch define Creso Sectionof the nver. The efechicead Vefocefies within each panel Cross sectrion and theis Corsespending depths ane shown 'in the table above : 9. Compute the average kpfh and velocity within en ch Panel billsing the single point methsd, Calufate the meas velocubly et the flow wlthin each panel Cross section c. Ufing ether the meay secfion miel-sectisn mgeths Catulhte the avevage elis charge withew each panel Cross section amed thus the toal escharge of the riyen Cros Seefion a depth (ycoed
How can you derive this to get the answer?
Compute the area using Double meridian diatance or triangulation Length (meters) Com. Com.Dep Bearing Latitude N S(-) Line arture E W(-) N 5° 30' E N 46° 02' E S 67° 38 'E S12° 25 'E S 83° 44'W N 55° 09'W АВ 495.85 BC 850.62 CD 855.45 DE 1020.87 EF 1117.26 FA 660.08 Total 5000.13
What will be the value of DMD for B if DMD for A is -22.87, departures for A and B will be -22.87, +89.24 respectively? O a. 22.8 O b. 43.5 O c. -43.5 O d. -22.8
Show step by step sol