Calculate the coordinates of point B and C of -1 the close triangular ABC and closure error if Azimuth AB 309° ,and coordinate point A (500,1500) if internal angles and length given : below Internal Angles A =50° 5' ,B = 85° 5', and C '= 45° 5 Length AB = 50 m , BC = 70 m , and CA = 80 m Find closure error -2 Clockwise drawing triangular A B C

Calculate the coordinates of point B and C of -1 the close triangular ABC and closure error if Azimuth AB 309° ,and coordinate point A (500,1500) if internal angles and length given : below Internal Angles A =50° 5' ,B = 85° 5', and C '= 45° 5 Length AB = 50 m , BC = 70 m , and CA = 80 m Find closure error -2 Clockwise drawing triangular A B C

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

Read the question carefully and give me right solution according to the question. Urgenttttttttt please Given angle are 47o
I. Determine the interior angles of each stations and azimuths for each surveying lines. AZAB = INTZA = 40 40P 37 AZBC = INTZB = C 30 22 AZCD = INTZC = 66° 40' AZDE = INTZD = 15° 12 1s° 58 AZEA = INTZE =
What is the fiction angle of slice 3 in the figure bleow ? a. 25o b. 26o c. 27o
In the Sketch below, the folowing information is available: Co-ordinates of Point A Co-ordinates of Point B -1200.632 -1361.727 +18 003,512 +18 140,332 Angle ABC=51:00:00 Angle CDB = 110:27:20 Distance BC=156.112 m Distance CD = 89.613 m Distance BC= 100.292 m Triangulate D, from B and C. A
Please answer the problem attached image. Hint: a) pa= 1702.59kn,Pu=2558.99kn b) Pa=3219.15kn,Pu=4838.38kn c) Pa=4306.61kn, Pu=6472.83kn
Interior Angle Traverse Given the bearing of each line of a closed traverse ABCDE, determine the interior angles A, B, C, D, and E. Line Bearing AB N 80°29’ E BC N 39°55’ W CD S 88°04’ W DE S 56°07’ W EA S 61°17’ E * Sum of Interior Angle = (s – 2)180° * Note: EXPRESS THE ANSWER UPTO 3 DECIMAL PLACES. (Please answer this problem with accurate and proven solution. Thank you so much.)
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
SHOW COMPLETE SOLUTION IN SOLVING A AND THE AREA 1. a. Find the length r and p of the missing sides DE and EA of the traverse below. b. Using either DMD or DPD method, compute for the area of the traverse. LINE DISTANCE (feet) BEARING S 37°30' E S 43015' W N 73°00' W AB 300 ВС 400 CD 250 DE N 12°45'E EA N 65040' E
30 Y 5OKN 3. 4 40° 7OKN 450 l00 KN z Fy=? ī Fx = ? %3D RF = ? %3D 20
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"
: Determine the graph and conversion of the following angles.1. Convert the following azimuth 190º15.40'45” to heading.2. Graphic 66º7´9”3. Convert the following heading S 74º9'30” W to azimuth.4. Convert the following azimuth 200º46´7.12” to heading.5. Graph 245º52´14”
EX :- the following are the interior angles of closed traverse A BCD < A= 102 55 37"