a.) Determine the unknowns. b.) After determining the unknowns, determine the area using DMD method. c.) After determining the unknowns, determine the area using DPD method. Line Distance Bearing 59° 29' 3" АВ 828.61 BC 753.65 Unknown CD 981.94 24° 22' 54" DE Unknown 61° 50' 37" EF 795.24 60° 55' 38" FA 904.85 12° 9' 53"

a.) Determine the unknowns. b.) After determining the unknowns, determine the area using DMD method. c.) After determining the unknowns, determine the area using DPD method. Line Distance Bearing 59° 29' 3" АВ 828.61 BC 753.65 Unknown CD 981.94 24° 22' 54" DE Unknown 61° 50' 37" EF 795.24 60° 55' 38" FA 904.85 12° 9' 53"

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

32. Compute for the area by using DMD and DPD method. LINE BEARING DISTANCE S 36°46'W AB BC CD 44.84 N 57°11'W 136.56 N1°45'E 12.03 N 72°10'E S 48°13'E DE 64.80 EA 106.72
1) Find, the unknowns ("aaa" through "ggg) in the table of dlosed traverse starting from BM and ending with BM BS = Backsight FS = Foresight IS = Intermediate Sight (height of equipment) RL = Reduced Level ERR= Error FS BS 1.672 IS Rise Fall RL 93.827 Remarks BM CP 1 CP 2 0.837 1.245 "aaa" "bbb" "cce" 1.526 "eee" 0.689 93.565 CP3 BM 0.719 94.284 „PPP. 1.750 "fff" 0.454 1/143 5.700 ERR 1/146 0.003 0.003 0.003
fundamentals of surveying
Find the area by DMD and DPD method.
Solve for Area using DMD. Tabulate results
Given the close traverse survey below, compute for all the adjusted Lengths and Bearings. Show complete solution. PS. Answer to this problem requires a file upload, be sure to upload it here together with your solutions. TY. 58°34 364.55 1. Length () 347.00 364.55 472.74 292.94 Line Azimuth 509 05 38 258 34 22 128 04 44 60 21 26 ST TU •00 UV SHOT ON MI 10T I BY: ALEXIS VS
Meet - nzw-pimo-rw anuwwlPx-a_a7HdrtDNnmaFDF2GGA/formResponse none of the above. O To establish a new benchmark on point Busing a levelling instrument. The work had been done between B.M1 and B.M2 to the required point B, and the observations were recorded as in the tables below. Calculate the best value *of elevation for point B B.M1 B B.M2 B BS Point B.M1 T. P1 BS FS 3.305 Remarks RL-34.585 FS 0.405 4.24 3.35 Point Remarks B 30.06 0.672 1.825 2.485 3.315 1.23S 3.715 T. P4 T. PS B.M2 1.795 A 4.01 3.485 Т. Р2 T. P3 3.315 2.78 RL=42.093 B 39.97m 41.97m 46.97m 45.98m O 44.37m O 40.95m O * Reciprocal ranging is employed when one end of a line is inaccessible. O the ends of the line are not visible even from intermediate points. O both the ends are inaccessible. the two ends of a line are not intervisible,O O O O O O O O O O OC
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 =
Given the following tabulated data LENGTH LINE BEARING Determine the following: (m) S 06° 35' 1. Linear Error of Closure 1-2 445.66 W 2. Direction of the side of error N 17° 48' 2-3 326.73 W 3. Precision of the measurements made N 70° 59' 3-4 434.50 4. On your solution sheet, tabulate the E latitude and departure of each traverse line. S 59° 33' 4-5 427.00 E S 39° 18' 5-1 301.95 E
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
Single proportionate measurement usually requires four original corners, and the location of the propertined corners is positioned at the proportionate distances of lines run from the propoertied points. a.) True b.) False
Q5: A: Give the definition to four of the following : 1- Surveying 2- Ranging 3- В.М 4- Leveling 5- B.S B: Find the elevation of point (B), from the Figure (3) that showing below: Fig. (3) 3.0 m |B 2° 21' 07" 1.48 m A L 98.7 m Elev. 30.5 m