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9. RISE AND FALL METHOD. Given rangement of lines for a ievel route run from BM-1 to in which intermediate foresights to a number of points have been observed. below is the schematic ar- ВM-2 It is desired to determine the elevation of BM-2 and also the elevations of the intervening points. Prepare for and complete an appropriate format of level portrayed of the notes information using the Also show the method rise and fall arithmetic leveling. check: customary OM-1 Elov = 362.45m CP, 1.776 04 (IFS) 2.058 (IFS) 2.363 0.899 (FS) · 1.765 (BS) (BS) 3.519 (IFS) 2.305 (IFS) 2.335 IFS) 2.168 (IFS) 1.763 (IFS) CP2 BM-2 (Unknown Elev) O10 2.695 (FS) 1.022 0o (IFS) a.54 (BS) 2.986 1.128 (IFS) 3.280 (FS) oa-!234 (IFS) 3.229 (IFS) (S) 1.784

9. RISE AND FALL METHOD. Given rangement of lines for a ievel route run from BM-1 to in which intermediate foresights to a number of points have been observed. below is the schematic ar- ВM-2 It is desired to determine the elevation of BM-2 and also the elevations of the intervening points. Prepare for and complete an appropriate format of level portrayed of the notes information using the Also show the method rise and fall arithmetic leveling. check: customary OM-1 Elov = 362.45m CP, 1.776 04 (IFS) 2.058 (IFS) 2.363 0.899 (FS) · 1.765 (BS) (BS) 3.519 (IFS) 2.305 (IFS) 2.335 IFS) 2.168 (IFS) 1.763 (IFS) CP2 BM-2 (Unknown Elev) O10 2.695 (FS) 1.022 0o (IFS) a.54 (BS) 2.986 1.128 (IFS) 3.280 (FS) oa-!234 (IFS) 3.229 (IFS) (S) 1.784

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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9. RISE AND FALL METHOD. Given schematic ar- rangement of lines for a 1evel route run from BM-1 to BM-2 in which intermediate foresights to a number of points have It is desired to determine the elevation of below is the been observed. BM-2 also the elevations of the and complete an appropriate format of level and intervening points. Prepare for notes the portrayed information using the Also show the rise and method check. fall arithmetic of leveling. customary k OM - 1 Elov = 362.45m CP, 2.058 (IFS) 2.363 0.899 (FS) · 1.765 (BS) (BS) 3.519 (IFS) 1.776--0h 2.305 (IFS) -oi - 2.335 (IFS) 2.168 (IFS) 1.763 (IFS) BM-2 (Unknown Elov) CP2 EQ (S) 010 1.541 (IFS) 2,695 (FS) 1.022 IFS) (BS) 2.986 1.128 (IFS) (IFS) 3.280 (FS) 0.663 (IFS) 00-L234 (IFS) 3.229 (IFS) IFS) 1.784
Transcribed Image Text:9. RISE AND FALL METHOD. Given schematic ar- rangement of lines for a 1evel route run from BM-1 to BM-2 in which intermediate foresights to a number of points have It is desired to determine the elevation of below is the been observed. BM-2 also the elevations of the and complete an appropriate format of level and intervening points. Prepare for notes the portrayed information using the Also show the rise and method check. fall arithmetic of leveling. customary k OM - 1 Elov = 362.45m CP, 2.058 (IFS) 2.363 0.899 (FS) · 1.765 (BS) (BS) 3.519 (IFS) 1.776--0h 2.305 (IFS) -oi - 2.335 (IFS) 2.168 (IFS) 1.763 (IFS) BM-2 (Unknown Elov) CP2 EQ (S) 010 1.541 (IFS) 2,695 (FS) 1.022 IFS) (BS) 2.986 1.128 (IFS) (IFS) 3.280 (FS) 0.663 (IFS) 00-L234 (IFS) 3.229 (IFS) IFS) 1.784
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