b) Given below is a 5 sided traverse connecting points A-E in a closed polygon, the direction of ABknown and all the interior angles are measured angles from a survey. Adjust the internal angles of thistraverse and compute the azimuths of all traverse sides expressed in the counterclockwise direction.AE94'55'1564°57′52233 38'51 ( C89 35'5056°51'51"94 1627DB

##Calculation for Adjustment of Interior angle of Traverse and CALCULATIONS For Azimuth of traverse…

b) Given below is a 5 sided traverse connecting points A-E in a closed polygon, the known and all the interior angles are measured angles from a survey. sides expressed traverse and compute the azimuths of all traverse direction of AB is angles of this direction. Adjust the internal in the counterclockwise

b) Given below is a 5 sided traverse connecting points A-E in a closed polygon, the known and all the interior angles are measured angles from a survey. sides expressed traverse and compute the azimuths of all traverse direction of AB is angles of this direction. Adjust the internal in the counterclockwise

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

Q3. A LINE AB 70 MM LONG IS INCLINE AT AN ANGLE OF 30 DEGREE TO HP. ITS END A IS 10 MM ABOVE THE HP AND 15 MM IN FRONT OF VP_ THE FRONT VIEW OF LINE IS 50MM. DRAW THE PROJECTION OF LINE AB.
Please show complete solution
If the true front quarter-circular direction of the CD line is N 68° 42° W and magnetic north deviates 11° E 18°, then its magnetic back circular direction is equal to:
Show complete solution and sketch
Compute for the given closed traverse the following:a. Bearing of each lineb. Latitude and Departure of each line,c. Linear error of closured. Precision e. Adjust the traverse using the transit rule. If the coordinates of point B are Northing =3000.00 m. and EASTING = 1500.00 m., determine the coordinates of all other points. LINE INTERIOR ANGLE LENGTH (m.) BEARING A-B A = 125 deg 54 min 162.60 N 28o 17’ E B-C B = 135 deg 00 min 253.98 C-D C = 114 deg 27 min 256.32 D-E D = 121 deg 52 min 305.94 E-F E = 88 deg 59 min 335.40 F-A F =133 deg 48 min 182.04
The tabulation shown below is the traverse data of a five-sided closed polygon. If the azimuth from the north of side AB is fixed at 74° 31’ 17”, determine the following: (Note: Line BC bears NW.) 1.1 The balanced interior angle A is 105° 13’ 1.2 The balanced interior angle B is 92° 36’ 1.3 The balanced interior angle C is 67° 15’ 1.4 The balanced interior angle D is 217° 24’ 1.5 The balanced interior angle E is 57° 30’
With the transit at point A and the line of sight horizontal, the stadia intercept at B was found to be (1.94+y)m. If the stadia constant is 0.3 and AB= (194.2+y)m, find the stadia interval factor.
by the analytical method and Mohr’s circleFind εx' , εy' and γx'y'Find main directions θp and main values ε1 and ε2
Consider a five-sided closed polygon traverse. The azimuth of side AB is fixed at 218°59′30″. A = 132°47'06", B = 108°46'18", C = 107°19′37", D = 81°50′36", E = 109°16′18″. (Note: line BC bears SE.) The lengths of the sides (in feet) are as follows: AB = 202.74, BC = 283.87, CD = 498.37, DE = 320.33, and EA = 380.78. The coordinates of station A are X = 20, 000.00 ft and Y = 15,000.00 ft. Part A Compute the area enclosed by the traverse above using DMDs. Express your answer to two significant figures and include appropriate units. Note: Traverse does not need to be adjusted to determine the correct answer.
What should be the sum of the exterior angles for a closed-polygon traverse that has: 4 sides? Express your answer in degrees to three significant figures. Submit Part B Σ Submit Part C IVE ΑΣΦ 9 sides? Express your answer in degrees to three significant figures. ↓↑ Σ= Request Answer IV—| ΑΣΦ | | Request Answer vec IVE ΑΣΦ | | vec 21 sides? Express your answer in degrees to three significant figures. vec SE ? ? www ?