PAGE:.DATE :..A rectangular lotsteei tape which was later found to5 mm too short. The recorded dimensionswas mearured uring abe121.5m long by 92:5m wide. What irtheWereerror in the area

Answered: Image /qna-images/answer/fc479c15-fc75-4cb4-8ea2-d45ea26d193e.jpg

Answered: 25. A rectangular lot. war mearured…

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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* The R.L, of the point A which is on the floor is 100 m and backsight reading on A is 2.455 m. If the foresight reading on the point B which is on the ceiling is 2.745 m, the R.L. of point B will be 94.80 m 99.71 m O 110.60 100.29 m 105.20 m O
Kindly answer this, this is in the surveying subject. Thankyou in advance have a nice day! (your explantion) -What is differential leveling? -What is Backsite and foresight?
EVALUATE once he given throvene uning fo) Compou Rule and (b) franat Rule COURSE LENGTH (m) BEARING AB 49585 NOS" 30E BC 850.62 N 46 02 E CD 855.45 56 38 E DE 1020.87 S12 25E 1117.26 383 44 W EF 660.08 N SS O W FA
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
Example Method of repetition was followed to measure the horizontal angle < ABC by a theodolite, and the field measurements were From То No. of Rep. F.L. F.R. 00° 00' 00" 180° 00' 00" B 18° 33' 10"| 198° 33' 20" 189 33' 15" 198 33' 25" в C 37° 06' 30" 217° 06' 40" A 37° 06' 35" 217° 06'37" B 3 C 55° 39' 52" 235° 39' 56" 55° 39' 56" 235° 39' 54" B 74° 13' 08" 254° 13' 14" Find the precise value for the horizontal angle < ABC
Byusing AreamomentMethod, Determinethedeflectionatthefreeendofthebeamshown 180 kN 15 kN/m B -5 m- -5 m 4 m- El = constant E = 70 GPa I = 2,340 (106) mm %3D
Calculate the vertical index difference and vertical angle in Tab.
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
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pls help me solve this. 1) a transit with stadia interval factor of 100.8 was set up at point C on the line bet. A and B. The ff. readings were observed: (*see from attached photo) If the distance from the focus is 0.38m. determine the ff.: a) horizontal distance bet. A and B b) Diff. in elevation bet. A and B of the value of HI are 300m and 315m respectively.
What action should a topographer who has made measurements and markings in the figure below have done? R. Sin Bina (Ağec 7.80 kazık) 15 - 8.38 Telefon direği a) Rehearsal B) Solving OC) Jaloning D) Punctuation O TO) Connecting 12.45
HI PLEASE HELP CAN YOU HELP ME WRITE AN OBJECTIVE, INTRODUCTION AND CONCLUSION (ATTACHED PHOTO ARE THE DATA AND RESULTS). ITS ABOUT MEASUREMENT OF VERTICAL DISTANCES: DIFFERENTIAL LEVELING

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25. A rectangular lot. war mearured uring a rtei tape which was later foumd to 5 mm too Short. The recorded dimensions be 121.5m long by 92:5m wide. What ir error in the area Were the