Question #155309

 A line is recorded as 475.25 m long. It is measured with a 6.5 N tape which is 30.492 m long at 680F under a 10 lb. pull supported at end points. During measurement the temperature is 4.50C and the tape is suspended under a 71 N pull. The line is measured on 3% grade. What is the true horizontal distance? Modulus of elasticity of the tape is 1.93 X 10KPa and cross-sectional area of tape is 0.0284 cm2. Coefficient of expansion of the tape material is 0.0000116 m/0C.


1
Expert's answer
2021-01-20T04:56:31-0500

Distance Measured on the ground, Dm=475.25 m

Grade on which line is measured = 3%

Modulus of Elasticity of tape, E= 200 GPa =2*1011 N/m2

Coefficient of Linear Expansion, α\alpha = 0.0000116 m/oC

C/S Area of the tape, A= 0.0284 cm2 =2.84*10-6 m2

Standard Length, Lo=30.492 m

Standard Temperature, To=68oF=20oC

Standard Pull, Po= 10 lb = 44.5 N


During measurement

Weight of the Tape, W=6.5 N.

Temperature, Tm=4.5oC

Pull, Pm=71 N

Correction due to temperature is given by; Ctemp=Loα(TmTo)C_{temp}=L_o \alpha (T_m-T_o)

Ctemp=30.492×0.0000116(4.520)=0.0054824616mC_{temp}=30.492\times0.0000116(4.5-20)= -0.0054824616m


Correction due to Pull is given by; Cpull=(PmPo)LoA.EC_{pull}=\frac{(P_m-P_o)L_o}{A.E}

Cpull=(7144.5)×30.4922.84×106×2×1011=0.00142260211mC_{pull}=\frac{(71-44.5)\times 30.492}{2.84\times10^{-6} \times2\times10^{11}}=0.00142260211m


Correction due to Sag is given byCsag=W2L024Pm2C_{sag}=-\frac{W^2L_0}{24P_m^2}

Csag=6.52×30.49224×712=0.01064840805mC_{sag}=-\frac{6.5^2 \times 30.492}{24 \times 71^2}=-0.01064840805 m


Net Correction applied on the tape,Cnet=Ctemp+Cpull+CsagC_{net}=C_{temp}+C_{pull}+C_{sag}

Cnet=0.0054824616m+0.00142260211+0.01064840805=0.014708268mC_{net}=-0.0054824616m+0.00142260211+0.01064840805= -0.014708268 m


Hence, the Actual Length of the tape is given by:L=Lo+Cnet=30.4920.014708268=30.47729173mL=L_o+C_{net}=30.492 -0.014708268=30.47729173 m


Total Error to be corrected for inclined distance:Eslope=Dt×(1cosθ)E_{slope}=D_t\times(1-cos\theta)

But Dt=30.49230.47729173×475.25=475.47835454303D_t=\frac{30.492}{30.47729173}\times475.25=475.47835454303

Grade =3% =3100    θ=tan1(0.03)\frac{3}{100}\implies \theta=tan^{-1}(0.03)

Eslope=475.47835454303×(1cos(tan10.03))=+0.21382094123mE_{slope}=475.47835454303\times(1-cos(tan^{-1}0.03))=+0.21382094123 m


True Horizontal Distance: D=Dt+CslopeD=D_t+C{slope}

Dt+Eslope=475.47835454303+0.21382094123=475.6921755mD_t+E{slope}=475.47835454303+0.21382094123=475.6921755m


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