Using the figure and table below, solve the following: NOTE: Express your answers to 4 decimal places ! Elev C = 105.87m в D E A TABLE 1 ROD VERTICAL UPPER MIDDLE LOWER POSITION ANGLE READINGS READINGS READINGS A 19.1° 1.968 1.63 1.292 B 8.1° 5.63 5.448 5.266 D 9° 6.732 6.511 6.29 E 14.5° 2.5 2.053 1.606 Stadia Constant = 0.466 ; Stadia interval factor = 99.04 ; H.I = 1.78 Determine the elevation of station D Determine the elevation of station A Determine the elevation of station B Determine the Horizontal Distance between station C and station E Determine the Horizontal Distance between station A and station C

Using the figure and table below, solve the following: NOTE: Express your answers to 4 decimal places ! Elev C = 105.87m в D E A TABLE 1 ROD VERTICAL UPPER MIDDLE LOWER POSITION ANGLE READINGS READINGS READINGS A 19.1° 1.968 1.63 1.292 B 8.1° 5.63 5.448 5.266 D 9° 6.732 6.511 6.29 E 14.5° 2.5 2.053 1.606 Stadia Constant = 0.466 ; Stadia interval factor = 99.04 ; H.I = 1.78 Determine the elevation of station D Determine the elevation of station A Determine the elevation of station B Determine the Horizontal Distance between station C and station E Determine the Horizontal Distance between station A and station C

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

Can you pls help me understand how this is solve.. Topic: Tape corrections (Fundamental surveying) •pls answer with Complete Solution • 3 decimal places ALL answers 1. A Civil Engineer used a 50m tape in measuring an inclined distance. The measured length on the slope was recorded to be 528.368 m. long. The difference in elevation between the initial point and the end point was found to be 6.369 m. The 50m tape is of standard length at a temp. of 28degC and a pull of 8kg. During the measurement, the temperature reading was 35degC and tape was supported for a full-length with an applied pull of 12kg. Cross sectional area of tape is 0.03 sq. cm., weight of tape is 0.50kg. Determine the true horizontal distance. Thank you. I'll give your answer A LIKE for helping me with this..
1. A pacer walks along a 90m course on fairly level ground for a survey party and counted 99.0, 100.0, 101.50, 103.0, 105.50 and 104.0 paces respectively. He then started walking an unknown distance OP which he recorded 174.0, 175.50, 176,0, and 177.0 paces. Determine the following: A] Unknown distance OP B] Relative Precision of the measurement if the taped length of OP is 155.0 meters.(Simplify to the nearest unit fraction) 2. A distance of 12.0m is measured with a tape. During measurement, the other end was discovered to be 2.19 m lower. Find the leveled distance.
Do not copy the answer here in bartleby. Give clear solutions UPVOTE WILL BE GIVEN. Please write the complete solutions and box the final answer. Use 2 decimal places. Fundamentals of Surveying If for a particular measurement the probable error of the mean is 0.09m and the relative precision would be expressed as 1/4030, the most probable value of the measurement is?
A spherical triangle has the following parts: C=900, c=840, and a=650. Compute angle B. Answer: 83 deg, 87deg If the point (2, 3) is equidistant from (x, -2) and (7, 4), find x.Answer: 3
Give me both right answer with explanation. Which of the following would produce the greatest error when taping a distance of 100' with a steel tape? a. the tape is supported throughout but pulled with too litte tension b the tape is 2' off line c the tape is supported throughtout but pulled with too much tension d. the tape is on a 5% slope without correcting for it After a day of field work, you should copy and/or rewrite you field notes to make them nearer and more readable. True False
Solve for: a.) sum = θ1 + θ2 + θ3 + θ4 b.) horizon error of closure: e = 360° - sum c.) correction = e/n
An angle APB is measured at different times using various instruments and procedures. The results, which are assigned certain weights, are as follows: 89°43′38″,wt 2; 89°43′42″, wt 1; and 89°43′30″, wt 3. What is the most probable value of the angle?
Question 16 The interior angles of a hexagon were observed and recorded as follows: A= 122 deg 31’02”, B= 123 deg 26’17”, C=130 deg 05’07”, D=120 deg 15’7”, E= 160 deg 50’35” and F= 62 deg 53’07”. The discrepancy of the measurement is Choose here A = 1’30” B= 0’30” C= 2’30” D=1’00” E=2’50” F= 1’15”
Determine the most probable length of a line AB, the standard deviation, and the 95% error of the measurement for the following series of taped observations madeunder the same conditions: 215.382, 215.381, 215.384, 215.374, 215.391, 215.382, 215.374, 215.382, 215.389, and 215.387 m.
The surveyor wants to know the distance from his house to the nearby fleamarket, so he paced the towards that direction from his house and recorded the following number of paces:465, 468, 463 and 460. Assuming that the taped distance is 340.57m. a) Determine the paced distanceb) What is the relative precision?c) What is the percentage of error?
how can the value of B=0.09m ??? it's not possible
The solutions andanswers should have minimum of 3 decimals for linear measurements and should be in DegreeMinute-Seconds (2 decimals for seconds) for angular measurement, if not whole number. A surveying instructor sent out five groups of students to measure a distance between two points marked on the ground. The students came up with the following measurement values: 100.81m, 100.62m, 100.73m, 100.76m, and 100.69m. Assuming these values are equally reliable and that variations result from accidental errors, determine the most probable value of the distance measurement. Determine the PE of the mean and each single observations. Show complete solution