Sta.BSHIFSIFSElev.BM 12.2256.70 m0+002.72+003.14+000.8ТР 12.323.136+400.98+201.2ТР 211+1015+0018+3020+50BM 22.772.161.72.83.02.31.35

Answered: Sta. BS HI FS IFS Elev. BM 1 2.22 56.70…

Sta. BS HI FS IFS Elev. BM 1 2.22 56.70 m 0+00 2.7 2+00 3.1 0.8 4+00 ТР1 2.32 3.13 6+40 0.9 8+20 TP 2 1.2 2.77 2.16 11+10 15+00 18+30 20+50 BM 2 1.7 2.8 3.0 2.3 1.35 230 232

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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Question

Sta.
BS
HI
FS
IFS
Elev.
BM 1
2.22
56.70 m
0+00
2.7
2+00
3.1
4+00
0.8
ТР 1
2.32
3.13
6+40
0.9
8+20
1.2
ТР 2
11+10
15+00
18+30
20+50
BM 2
2.77
2.16
1.7
2.8
3.0
2.3
1.35

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(plus sights) BS (+) Station HI BMA 6.87' 1031.19' TP1 4.98' TP2 7.43' TP3 0.98' TP4 4.57' TP5 8.20' трь 3.65' TBMX 8.52' TP7 2.22' TP8 7.04' TP9 4.74' TPID 3.68' ΤΡΙ 5.90' BMA Σ = (minus sights) (minus sights) FS (-) IFS (-) 5.32' 6.27' 2.84' 8.34' 3.76 6.52' 5.97' 5.89¹ 4.63' 2.39' 6.00⁰ 8.27 2.60' Check: Misclosure: Permissible Misclosure: Adjustment: Elevation 1024.32 102398 Published Information for BM 303- elevation = 1024.32' (NAVD88) Fieldnote information: BS on BM 303 = 6.87' FS on TP1= 5.32' BS on TP1 = 4.98' FS on TP2 = 6.27' BS on TP2= 7.43' FS on TP3= 2.84' BS on TP3= 0.98' FS on TP4 = 8.34' BS on TP4 = 4.57' FS on TP5= 3.76' BS on TP5= 8.20' FS on TP6= 6.52' BS on Tp6= 3.65' FS on TBM R22 = 5.97' BS on TBM R22 = 8.52' FS on TP7 5.89' BS on TP7= 2.22' FS on TP8= 4.63' BS on TP8 7.04' FS on TP9 = 2.39' BS on TP9 = 4.74' FS on TP10= 6.00' BS on TP10 = 3.68' FS on TP11 = 8.27' BS on TP11= 5.90' FS on BM 303 = 2.60'
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