Please recheck and provide clear and complete step-by-step solutions in scanned handwriting or computerized output. Thank you. 9. RISE AND FALL METHOD. Givenschematic ar-rangement of lines for a 1evel route run from BM-1 to BM-2in which intermediate foresights to a number of points haveIt is desired to determine the elevation ofbelow is thebeen observed.BM-2also the elevations of theand complete an appropriate format of levelandinterveningpoints.Preparefornotesthe portrayedinformation using theAlso show theriseandmethodcheck.fallarithmeticofleveling.customarykOM - 1Elov = 362.45mCP,2.058(IFS)2.3630.899(FS) ·1.765(BS)(BS)3.519(IFS)1.776--0h2.305(IFS)-oi- 2.335(IFS)2.168(IFS)1.763(IFS)BM-2(Unknown Elov)CP2EQ(S)0101.541(IFS)2,695(FS)1.022IFS)(BS)2.9861.128(IFS)(IFS)3.280(FS)0.663(IFS)00-L234(IFS)3.229(IFS)IFS)1.784

9. RISE AND FALL METHOD. Given below is the rangement of lines for a evel route run from BM-1 to in which intermediate foresights to a number of points have schematic ar- BM-2 been observed. It is desired to determine the elevation of also the elevations of the intervening points. and complete an appropriate format of level portrayed of BM-2 and Prepare for the method check. notes fall arithmetic information using the rise and leveling. Also show the customary OM-1 Elov = 362.45 m CP, 1.776 05 (IFS) 2.363 0.899 (FS) · 1.765 (BS) 3.519 (IFS) (BS) 2.305 (IFS) -oi 2.335 (IFS) 2.168 ob (IFS) 1.763 (IFS) BM-2 (Unknown Elov) CP2 EQ 058 2.695 (FS) .541 (IFS) 1.022 (IFS) to-- --oo (S8) 2.986 1.128 (IFS) 3.280 (FS) -0.663 (IFS) 00-1234 (IFS) 3.229 (IFS) (S - 1.784

9. RISE AND FALL METHOD. Given below is the rangement of lines for a evel route run from BM-1 to in which intermediate foresights to a number of points have schematic ar- BM-2 been observed. It is desired to determine the elevation of also the elevations of the intervening points. and complete an appropriate format of level portrayed of BM-2 and Prepare for the method check. notes fall arithmetic information using the rise and leveling. Also show the customary OM-1 Elov = 362.45 m CP, 1.776 05 (IFS) 2.363 0.899 (FS) · 1.765 (BS) 3.519 (IFS) (BS) 2.305 (IFS) -oi 2.335 (IFS) 2.168 ob (IFS) 1.763 (IFS) BM-2 (Unknown Elov) CP2 EQ 058 2.695 (FS) .541 (IFS) 1.022 (IFS) to-- --oo (S8) 2.986 1.128 (IFS) 3.280 (FS) -0.663 (IFS) 00-1234 (IFS) 3.229 (IFS) (S - 1.784

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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