M7-1 DIFFERENTIAL LEVELING. Preparing and complete the differential level notes for the information shown in the accompanying figure. Include the customary arithmetic check. Leveling Rod Leveling Rod 3.90 H4 o.35 (BS) IFS) 0.68 HI (BS) 3.75 (FS) HIz 3.73 (BS) 1.64 (FS) HI. 3.52 (FS) 0.98 BM, (BS) (Elov 125.45m)
M7-1 DIFFERENTIAL LEVELING. Preparing and complete the differential level notes for the information shown in the accompanying figure. Include the customary arithmetic check. Leveling Rod Leveling Rod 3.90 H4 o.35 (BS) IFS) 0.68 HI (BS) 3.75 (FS) HIz 3.73 (BS) 1.64 (FS) HI. 3.52 (FS) 0.98 BM, (BS) (Elov 125.45m)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Modular Questions
M7-1 DIFFERENTIAL LEVELING. Preparing and complete the differential level notes
for the information shown in the accompanying figure. Include the
customary arithmetic check.
Levellng
Rod
Leveling
Rod
3.90
(BS)
HI4 0.35
(FS)
BM
0.68 HI
BS)
3.75
(FS)
HIz
3.73
(BS)
1.64
(FS)
H2 3.52
SP.
0.98
BM.
(Elev 125.45m)
(BS)
(FS)
TP
TP2
M7-2 PROFILE LEVELING. Figure shows a schematic arrangement of a profile level
route from BM33 to BM34. The values indicated represent backsight, foresight,
and intermediate foresight readings taken on stations along the route.
Prepare and complete profile level notes for the portrayed information.
Show the customary arithmetic check and plot the profile.
2+00
1+ 00
3.06
(FS)
IFS
03+00
1.7
IFS)
3.43
(FS)
TP,
4+40
6+ 00
HI,
22
5+00
8+00
2.8
IFS)
HIz
2.45
(FS)
BM,
M33
BM.
"34
Elev 328.7Om
9+00
Il+00
10+00
M7-3 TRIGONOMETRIC LEVELING. A vertical angle of -12°25' is measured to the
top of a water tank from an instrument set up on a hill 585.00 meters away
from it. The telescope of the instrument is 1.45 m above the ground whose
elevation is 462.73 m. Making due allowance for the earth's curvature and
atmospheric refraction, determine the elevation of the base of the water
tank is the tank is 32.0 m high.
(S8)
(IFS)
2.2
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