The tensile force on Cord CThe tensile force on Cord DThe tensile force on Cord A For the given system of knottedcords, determine the following:105°B.50°2030°10KN25KN

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Answered: For the given system of knotted cords,…

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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Note: Use sketch wherever necessary! (Q1) Compute the coordinate of point P in the below figure, if you know the azimuth of AB equal (αAB= 240°10′05") and horizontal distance pf line CP equal (Scp=250.34 m). P(?, ?) C(?, 1227.52) 82 01 B(1030.10, ?) A (1372.71, 1215.30) 01- 113°56'39" 02 92°20'18"
LINE LENGTH IN METERS BEARING AB 82.62 S60°43'E BC 111.41 N52°41'W CD 100.66 S71°43'W DE 62.97 N75°44'W EA 181.24 S85°23'E Using TRANSIT RULE, complete the table of balancing the traverse. -Retain 3 decimal places.
Compute the angle (0) from the below figure: A(11150.509, 11825.802) B(11807.821, 11582.456) 402 F(10844.768, 11314.065- 43 E(11573.364, 10708.791) D 0 C 41= 144°47' 29" 2=116° 47' 52" 43=126° 04′ 33"
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The people in Metropolis made a tribute for Clark Kent and performed a survey to form his crest as shown in the figure. The course of the traverse is alphabetical (A-B-C-D-E-A). Determine the following: a. The unknown angle at point E. b. The bearings and azimuths (from north and south) of all the lines of the traverse assuming that line AB has a bearing of S 75°30' E.
Convert 2489 Psi to GPa .000043 .017155 .171551 .000434
Q5) If |BC| = 166.176 m, determine Azimuth (AB), JAB| and coordinates of point C x=906.54m B x=879.94m A y388.09m 115.91g y=253.95m
Situation No. 2: A and B are two points locatcd on cach bank of a river and near the abutments of a proposed bridge. To determine its distance, a baseline CD 180m long was established on one bank of the river and the transit was set up at station C and D and the azimuth were taken as follows. Line С -D С -А Azimuth 1.) Find the distance AD 2.) Find the distance BD 3.) Find the distnace AB 4.) Find the area of each triangle and the total area 210° 00' 260° 00' С -В 290° 00' D- A 301° 00' D - B 315° 00'
E COURSE DIST. BEARING LATITUDE A-B A 80°17 2. From the closed compass traverse shown, if the forward bearing of line AB is N 78'9' E, compute the: LEC, the bearing of the LEC and the RP. 110.00 m B-C C-D D-E E-A 31 49 115.20 m 117.50 m 96°20 B 125°49 D DEPARTURE 111.30m. 119.20 m 94 10 C yo
With the same given on Prob. 3, Compute the X and Y Coordinates of the stations B to F if the X-coordiante of A is 1000m and Y- Coordinate of A is 3200m. Show complete solution. m N 59° 33' E S 39° 18' E АВ 427 BC 301.95 S 6° 35' W N 17° 48' W N 70° 59' W CD 445.66 DE 326.73 EF 434.50
(Q1) Compute the coordinate of point P in the below figure, if you know the azimuth of AB equal (αAB= 240°10′05") and horizontal distance pf line CP equal (SCP=250.34 m). A (1372.71, 1215.30) C(?, 1227.52) 02 01- 113°56'39" 02-92°20'18" P(?, ?) 01 B(1030.10, ?)
Balance by the compass rule the traverse data tabulated below. Also determine the corrected length, corrected bearing of each line and the relative precision of measurement for the traverse. LINE LENGTH BEARING 1-2 1263.45 meters N 32°06' E S 67°34' E S 12°19' E 2-3 843.95 3-4 1028.63 4-5 1126.36 S83°44' W 5-1 661.11 N 55°30' W

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For the given system of knotted cords, determine the following: 105° B. A 50° 20 30° 10KN 25KN