Solve their adjusted bearings (show your solution). LINEFORWARD BEARINGBACK BEARINGS 37° 30' ES 43° 15’ WN 73° 00' WN 37° 30' WN 44° 15' ES 72° 15' ES 13° 15' WS 59° 00' WАВВСCDDEN 12° 45' EEAN 60° 00' E

Answered: Image /qna-images/answer/0a7158b0-9033-4bc9-b833-f0b8f664a055.jpg

Answered: LINE FORWARD BEARING BACK BEARING S 37°…

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

Calculate the bearing of line P-O. Ans.: S N77° 19'21'E Rored azimuth 113° 10'54" 47° 44'46" Q 70°07'10" 0 P
Q4) Convert following bearings to azimuths. BEARINGS AZIMUTHS N 44°21'15" E S 15°05'46" E N 36 18'42" W S 56°25'12" W S 88°45'60" E N 1°12'6" W
1. Compute the interior angles between the given pair of lines whose magnetic bearings are given. OA, N 42°20'E OB, N 82°10'E OC, N 32°16'E OD, N 48°12'W OE,S 32°18'E OF,S 42°10'W OG, N 82°34'W OH,S 66°05'W A D PB N- B A Go tỉ H F
LINE AB BC CD DE EA C 118°37 105°22' 108° 28' E B 120°28' AZIMUTH from North N30°00'W MERIDIAN 87°05' BEARING
Compute the angles AOB, COD, and EOF from the following set of lines whose magnetic bearings are given: a. OA, N 39° 25' E and OB, N 75° 50' E b. OC, N 34° 14' E and OD, N 53° 22' W c. OE, S 15° 04' E and OF, S 36° 00' W
TP1 4.20 6.02 21+80 5.80 22+00 5.95 22+50 6.05 BM2 5.83 451.06 3. The bearing of line AB is N 50°16'08" E, and the bearing of line AC is N 64°23'32" W. What is angle +C BAC? 4. Suppose that a line has been observed 10 times using the same equipment and procedures. The results are shown below and it is assumed that no mistakes exist, and that the observations have already been corrected for all systematic errors. Compute the most probable value for the line length and the standard deviation. 64.25.32 Length (ft) 538.57 538.39 538.37 538.39 538.48 538.49 538.33 538.46 538.47 538.55 5. For the section shown, sections S1 and S2 are spaced 100 ft apart. The dimensions of Si and S2 are as given in the table below. Determine the area of the midsection in a prismoidal computation of the volume of dirt removed. Section 40.0 ft 5.67 ft 0.5 50.0 ft 7.14 ft 0.5 S1 S2
Convert the following bearings to their equivalent azimuths: 64deg. 45 min N 25°15' E (azimuth from north) 270 deg. v Due East (azimuth from north) 309 deg. 45min v S 50015' E (azimuth from south) 45 deg. 45min S 45045' W (azimuth from south)
Convert the following bearings to their equivalent azimuths: [ Select ] N 25015' E (azimuth from south) [ Select ] Due East (azimuth from south) [ Select ] S 50015' E (azimuth from north) [ Select ] S 45045' W (azimuth from north) >
Station BS HI FS Elevation BM-125 920.00 ТР-1 3.11 X 1.27 920.47 ТР-2 Y 926.28 1.11 ТР-3 2.74 2.00 BM-126 1.33 What is the value of Y?
Find div F and curl F if F(a, y, z) = 5y°z'i – 14x°2°j – 5xy'k. %3D | div F= curl F=
1. Convert the following to bearings: 52°40’59’’205°32’11’’312°15’29’’
Convertthe following bearings to equivalent azimuths a. AB, N 25°25' w b. BC, Due East

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LINE FORWARD BEARING BACK BEARING S 37° 30' E S 43° 15' W N 73° 00' W N 12° 45' E N 60° 00' E АВ N 37° 30' W ВС N 44° 15' E S 72° 15' E S 13° 15' W S 59° 00' W CD DE EA