Question

Trigonometric Leveling ZA=93*1027 HT-5.96 SD4721.68 5 2 1 instrument, a zenith angle of 931027 is measured to a target wh
ith a total station instrument, a zenith angle of 93°1027 is measured to a target whose verti- cal distance above Point X i
Plumb Line ZA=93°1027 HT=5.96 SD=4721.68 PtQ=2 VA=6°3737 Horizontal Line SD-3162.48 SEHE4 92 PtX326.98
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1 24 = 931027) TVA? 6 3 737) pt x = 326 Let us mart station observed ase _ @ У чS , А Т. ч. aim is to find alovahon of Pointslope distance from For o I 3162.48 i sino = o.oss. on substituting this values, 0.055= AP Bilen: 48 AP = 0.0554 3162.483 =- от - (вет) - ir - - - 5 slope distanke on что from the calculator, sa sost) = . \\s чуцьк . от - чн . 64 6.5 = ѕчч. о. +1 =BQ is distance of Point Q vertically above horizontal line Herlei Elevation of point Q Height BQ t elevation of horizontal li

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Trigonometric Leveling ZA=93*10'27" HT-5.96 SD4721.68 5 2 1 instrument, a zenith angle of 9310'27" is measured...
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