Elementary El t Su ey g Surveying Tape corrections Prepared by: Andre‐Paul C. Ampong 3 Correction due to incorrect tape length • When measuring the distance between two points: – With a tape too long, long add the correction – With a tape too short, subtract the correction • When Wh llaying i outt a line li off d desired i d length: l th – With a tape too long, subtract the correction – With a tape too short, add the correction Prepared by: Andre‐Paul C. Ampong 4 Correction due to incorrect tape length Prepared by: Andre‐Paul C. Ampong 5 Correction due to incorrect tape length Prepared by: Andre‐Paul C. Ampong 6 Correction due to incorrect tape length Prepared by: Andre‐Paul C. Ampong 7 Correction due to incorrect tape length Corr = TL − NL ⎛ ML ⎞ C I = Corr⎜ ⎟ ⎝ NL ⎠ CL = ML ± C I Prepared by: Andre‐Paul C. Ampong 8 Correction due to incorrect tape length • A rectangular lot was measured using a 50‐m 50 m steel tape which was found out to be 0.025 m too short short. If the recorded length and width of the lot are 180.455 m and 127.062 m, respectively determine the following: respectively, – Actual dimensions of the lot – Error in area introduced due to the erroneous length of tape Prepared by: Andre‐Paul C. Ampong 9 Correction due to incorrect tape length • A building 38 m x 45 m is to be laid out with a 50‐m long metallic tape. If during standardization the tape is found to be only 49.950 m, determine the following: – Dimensions to be laid out out, using the tape tape, in order that the building have the desired dimensions – Using the same tape what should the diagonals read? Prepared by: Andre‐Paul C. Ampong 10 Correction due to slope Prepared by: Andre‐Paul C. Ampong 11 Correction due to slope • For gentle slopes (less than 20%) 2 h Ch = 2s • For steep slopes (between 20% and 30% h2 h4 Ch = + 3 2 s 8s • For very steep slopes (greater than 30%) Ch = s (1− cos θ ) Prepared by: Andre‐Paul C. Ampong 12 Correction due to alignment • Considered of less importance compared to the other errors • Can be calculated using slope correction formulas Prepared by: Andre‐Paul C. Ampong 13 Correction due to temperature Ct = αL(T − Ts ) Prepared by: Andre‐Paul C. Ampong 14 Problem • A steel tape known to be of standard length at 20oC, is used in laying out a runway 2,500.00 m long. long If its coefficient of linear expansion is 0.0000116/oC, determine the temperature correction and the correct length to be laid out when the temperature is 42oC. Prepared by: Andre‐Paul C. Ampong 15 Correction due to tension Cp ( Pm − Ps )L = AE Prepared by: Andre‐Paul C. Ampong 16 Problem • A heavy 50‐m 50 m tape having a cross‐sectional cross sectional area of 0.05 cm2 has been standardized at a tension of 5.5 5 5 kg. kg If E = 2.10 2 10 x 106 kg/cm2, determine the elongation of the tape if a pull of 12 kg is applied applied. Prepared by: Andre‐Paul C. Ampong 17 Correction due to sag Cs = ω L 2 3 24P 2 Prepared by: Andre‐Paul C. Ampong 18 Problem • A 30‐m 30 m tape is supported only at the ends and under a steady pull of 8 kg. If the tape weighs 0 91 kg, 0.91 kg determine the sag correction and the correct distance between the ends of the tape. tape Prepared by: Andre‐Paul C. Ampong 19 Correction due to wind • Error due to wind is similar in effect to error due to sag • May be avoided by not conducting survey on a windy day Prepared by: Andre‐Paul C. Ampong 20 Combined corrections (problem) • A line was measured to be 2582.35 m usingg a 30‐m steel tape supported throughout its length under a pull of 4 kg. The mean temperature during the measurement is 35oC. C The tape used has a cross‐ cross sectional area of 0.03 square centimeters and has a standard length at 20oC under a pull of 5 kg. The modulus d l off elasticity l off the h tape is 2 x 106 kg/cm k / 2 and d the coefficient of thermal expansion is 0.0000116/oC. – Determine the error due to temperature change – Determine the error due to tension – Determine the corrected length of the line Prepared by: Andre‐Paul C. Ampong 21 More problems • A slope distance of 465 465.82m 82m is measured between two points with a slope angle of 12o 35’. What is the corresponding horizontal 35 distance between the points? • A line measured with a 30 30‐m m steel tape was recorded as 325.70m. If the tape is found 30 05m long 30.05m long, during standardization, standardization what is the correct length of the line? Prepared by: Andre‐Paul C. Ampong 22 More problems • A rectangular g buildingg 250.00m byy 130.00m is to be laid out with a 30‐m long steel tape. If during standardization the tape is found to be 30.03m, what should be the correct length and width to be laid out? • A line measured with a 50‐m long steel tape was g determined to be 645.22m when the average temperature during taping was 15.75oC. If the tape is of standard length at 20oC and the coefficient of thermal expansion of steel is 0.0000116/1 0 0000116/1oC, C what is the correct length of the measured line? Prepared by: Andre‐Paul C. Ampong 23 More problems • A steel tape p with a cross‐sectional area of 0.03cm2 is 30.00m long under a pull of 5kg when supported throughout. It is used in measuring a line 875.63m long under a steady pull of 10kg. 10kg Assuming E = 2.0 2 0 x 106 kg/cm2, what is the elongation of the tape due to increase in tension? What is the correct length of the measured d line? l • A 30‐m steel tape weighs 1.05kg and is supported at its end points and at the 10‐m and 25‐m marks marks. If a pull of 6.0kg is applied to the ends of the tape, what is the correction due to sag for a full tape length? Prepared by: Andre‐Paul C. Ampong 24 Homework • Using a 25‐m 25 m tape tape, a square lot was measured and found to have an area of 1 hectare. If the total error in area is 4 4.004 004 square meter short short, what is the error in each tape length? Prepared by: Andre‐Paul C. Ampong 25 Homework • A rectangular lot has a correct area of two hectares. Its length is twice its width. It the lengths of the sides were measured with a 50‐ 50 m tape that is 0.02 m too long, compute the error in the area of the lot in square meter meter. Prepared by: Andre‐Paul C. Ampong 26