Given the corrected latitudes and departure of a closed traverse. LINES 1-2 2-3 3-4 4-5 5-6 6-1 LATITUDE +80.16 -40.13 +70.18 30.14 +60,20 -140.27 Find the Area of the lot using a. DMD Method b. DPD Method DEPARTURE 40.12 -36.82 +50.42 +30.36 - 52.34 +48.50 Note: Using both methods will give same answer

Given the corrected latitudes and departure of a closed traverse. LINES 1-2 2-3 3-4 4-5 5-6 6-1 LATITUDE +80.16 -40.13 +70.18 30.14 +60,20 -140.27 Find the Area of the lot using a. DMD Method b. DPD Method DEPARTURE 40.12 -36.82 +50.42 +30.36 - 52.34 +48.50 Note: Using both methods will give same answer

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

are taken (0 setting out @ HW: From the base line AB, the linear measurements (offsets) are ; EF. find CD . DE knowing that AB = 170°5- rectangular fence CD)
Need asap ty
Traversing Principles: Missing Data Problem 1. A close traverse shows tabulated values of latitudes and departures. LINES 1-2 2-3 3-4 4-5 5-6 6-1 1. Compute the DMD of line 3-4. 2. Compute the length of line 6 to 1. 3. Compute the bearing of lines 6 to 1. LATITUDE +84.60 +95.32 +62.66 -48.16 -43.04 DEPARTURE -56.11 -57.52 -31.40 +59.70 +47.63
A closed traverse has the following data: LINE / LENGTH (m) / Bearing AB / 126.00 m / N 35° E BC / 233.00 m/ S 10° E CA / 170.00 m/ N 41° W 1. || Find the departure disclosure of the traverse. A. 1.201 m B. 2.423 m C. 1.006 m D. 2.321 m 2. Find the latitude disclosure. A. 1.267 m B. 1.889 m C. 2.054 m D. 1.560 m
NEED PLS ASAP NOW
A closed traverse has the following data: Line Departure (m) Latitude (m) AB 64.86 16.04 BC 84.51 -71.63 CD -25.2 DE 76.18 EA -4.12 12.15 Determine the DMD of line DE.
Traversing Principles: Missing Data Problem 1. A close traverse shows tabulated values of latitudes and departures. LINES 1-2 2-3 3-4 4-5 5-6 6-1 1. Compute the DMD of line 3-4. 2. Compute the length of line 6 to 1. 3. Compute the bearing of lines 6 to 1. LATITUDE +84.60 +95.32 +62.66 -48.16 -43.04 DEPARTURE -56.11 -57.52 -31.40 +59.70 +47.63
1. Figure 1 shows an elevation of levelling and bookings. Bridge A E BM Y BM X 85.697 m 85.160 m Figure 1 Determine the reduced levels at the various staff stations, applying the necessary arithmetical checks. 099'T 3.230 1.210 1.370 1.450 09T'E 1.720 0.980
Choices for member BC 6,105.37kN(T) 6,105.37kN(C) 6,005.37kN(T) 6,005.37kN(C) Member BD choices 10,501.61kN(T) 10,501.61kN(C) 10,401.61kN(T) 10,401.61kN(C) Member AB choices 13,010.74kN(C) 13,010.74kN(T) 12,010.74kN(C) 12,010.74kN(T)
A closed traverse has the following data: Line Distance (m) Bearing AB 44.47 BC 137.84 CD 12.83 N 1deg 45min E DE 64.86 N 72deg 10min E EA 107.72 S 48deg 13min E Find the bearing of line AB. O S 37deg 18min W O S35deg 30min W O S 38deg 34min W O S 36deg 26min W
Compute the Area using the DMD and check by DPD method ADJUSTED LATITUDE ADJUSTED DEPARTURE LINE +N +E W AB 552.45 212.63 BC 232.06 396.50 CD 359.70 283.15 DE 209.37 366.89 EA 215.44 525.39 Sume 784.51m-784.5 1m+892.28m-892.28m (NL) (SL) (ED) (WD)
answer course CD