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

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*Show complete with clear solution with every step-bystep. Given in the accompanying tabulation are the observed data for a closed traverse obtained from a survey.a. Compute for the unknown quantitiesb. Compute the area of the lot using DMD or DPD Method
Show calculations and fill in the blanks
Find the area by DMD and DPD method.
Solve for Area using DMD. Tabulate results
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
find bearing of BC , CD , DA 2- -1 close error 3- correction angles A , B, * .C, D 4- Compute Dep. and Lat B N 69° 53' E A 51 23 713.93 105 39 606.06 781.18 78° 11 C 124 47 391.27 إضافة ملف
The following readings were successively taken in levelling work 2.230, 1.605, 0.990, 2.090, 2.865 level instrument was shifted after 3rd reading. If R.L of first station 100.000 m, the R.L of other stations will be Option 1: 100.625, 101.240, 100.140 Option 2: 101.605, 100.990, 102.090, 100.865 Option 3: 100.230, 100.625, 101.240, 100.465 Option 4: 100.625, 101.240, 100.465
The following consecutive readings were taken with a level and a 4m leveling staff on a continuously sloping ground at a common interval of 30 m on line AB. Chainage 0 Level Station 30 0.585 0.930 A 60 1.95 90 2.845 120 3.645 150 3.93 B The reduced level (RL) of station A is 50.00. Calculate the reduced levels at all the points where the leveling staff is placed. Tabulate the results and apply usual checks. Also determine the gradient of line AB.
Complete the fieldwork report for this data: STA BS HI FS IFS ELEV Remarks BM-A 0.95 101.345 m 0+000 3.04 +010 2.31 ТР-1 3.15 0.68 0+020 2.72 +030 2.85 +34.2 3.11 +39.3 0.56 +040 0.88 ТР-2 2.16 1.28 +045 0.94 +050 1.28 +060 1.70 +070 2.81 ТР-3 0.82 2.37 ТР-4 1.35 3.50 +075 3.00 BM-B 1.99
P1
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
Prepare a set of level notes for the survey. Perform the arithmetic check.