Item 1 A-2.5% grade meets a +2.50% grade at station 4 + 200 and elevation 146.657 m, 180-m curve, stakeout at 30-m increments. Part A List station elevations for an equal-tangent parabolic curve for the data given. Give the elevations in order of increasing X. Express your answers in meters to six significant figures separated by commas. 195| ΑΣΦ. 41 vec h Elev= Submit Provide Feedback Request Answer ? m

Item 1 A-2.5% grade meets a +2.50% grade at station 4 + 200 and elevation 146.657 m, 180-m curve, stakeout at 30-m increments. Part A List station elevations for an equal-tangent parabolic curve for the data given. Give the elevations in order of increasing X. Express your answers in meters to six significant figures separated by commas. 195| ΑΣΦ. 41 vec h Elev= Submit Provide Feedback Request Answer ? m

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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Direction: Given the following data on the table. Fill up the needed data. Balance the traverse by transit rule. Solve the area by DPD or DMD. Sketch the traverse. All values must be in decimal places. LIN BEARIN E DISTAN CE (M) AZIMUT COMPUTED ADJUSTED DEPARTURE ADJUST ED DISTAN CE ADJUST DPD ED AZIMUT DOUBLE COMPUTED DEPARTURE ADJUSTED LATITUDE ADJUST ED BEARIN H LATITUDE AREA (from S) H (nearest (nearest minute) minute) +NL -SL +ED -WD +NL -SL +ED -WD AB N 10-00 650.00 BC S 70-29 E CD S 26-28 895.00 315.00 DE S 65-33 875.00 EA N 45-31 410.00 TOTAL LEC : RP (nearest hundred) AREA
Ex: The readings for cross sectional levelling at stations (0+00) and ( 1+00) are shown in the table below to construct a road with width ( 8m) and side slope (1V:2H). The garde line level is (22m). Compute the elevations of the points . draw the cross section using scale (1:100) and find the height of the fill at the stations? Station B.M. 0+00 1+00 L. 2.5 5.0 2.5 5.0 Distance m) C.L. Sol: H.I.B.M. + B.S. Ele.H.I. - I.S. 0+00 1+00 9 R. 2.5 5.0 2.5 5.0 B.S. 1.1 Ele.H.I.F.S. 1.3 I.S. 1.47 1.5 1.45 1.35 1.37 1.46 1.4 1.43 F.S. 1.5 1.45 H.I. Ele. (m) 20.5
Given the following information from a profiled line: STA 6+75 elevation = 142.01 STA 14+75 elevation = 206.16 Compute the slope distance (L) between these two stations round answer to 2nd decimal place example answer 1215.20 don't enter units L H
Triangulation stations B, C, D, and E (forming a 4-sided polygon) are established with lengths recorded as CD = 615m and DE = 625 m and measured angles are
Given the tabulated measurement of the closed traverse as shown. Determine the area of the traverse using DPD Method. Line Length Bearing AB 413.600 m N 09°30’ W BC 304.380 m N 55°06’ W CD 407.210 m S 57°35’ W DE Unknown S 04°05’ E EA 649.630 m Unknown Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.
For the volume from grids of spot heights, compute the £h1 of the below ground elevation, if you know that formation level is 84.07. 86.22 87.34 87.45 88.00 85.67 86.33 5m 87.03 87.22 87.56 87.90 86.64 86.98 87.44 85.67 87.26 87.08 87.43 87.35 87.89 87.34 Answer:
4. Figure shows a schematic arrangement of a profile level route from BM33 to BM34. The values indicated represent backsight, forsight and intermediate foresight reading taken on stations along the route. Prepare and compute profile level notes for the portrayed information. Show the customary arithmetic check and plot rhe profile. 2:00 I+ 00 2.77 BS)2 3.06 (FS) 3+00 IFS) 3.43 (FS) mile HI, TP, 4+40 TP2 6+ 00 2.22 (BS) 2.8 (IFS) 5+00 8+00 Hl BM33 Elev 328.70m 2.45 (FS) BM 34 IFSX 900 10i00 STA BS HI FS IFS ELEV BM33 2.32 331.02 328.70 0+00 1+00 1.7 2.2 1.2 2+00 3+00 0.9 TP1 2.77 330.36 3.43 4+40 5+00 2.2 3.7 6+00 1.6 TP2 2.22 329.52 3.06 8+00 9+00 10+00 2.8 3.6 2.0 11+00 1.1 ВМ34 2.45 學-- (IFS)
The data in the table below is for a closed-polygon traverse. Balance the traverses by coordinates using the compass rule. BC CD Course AB Bearing N8°17'02”E N87°02'05"E S14°47'06" W N68°43'20" W Length 403.73 (ft) 622.63 653.16 DA 550.84 Part C Compute the linear misclosure. Express your answer in feets to three significant figures. |Π| ΑΣΦ ΑΣΦ | 1 Submit Part D 1: Compute the relative precision. Express your answer as an integer Submit DA vec Request Answer —| ΑΣΦΙΚΗ Request Answer vec wwwww ? ? ft Review
The data in the table below is for a closed-polygon traverse. Balance the traverses by coordinates using the compass rule. BC AB 111° 18'00" Course Azimuth Length, feet 385.94 CD DA 25°03'12" 312° 43'05" 205°05'04" 1016.88 403.50 1164.49 Compute the linear misclosure. Express your answer in feets to five significant figures. ▼ [5] ΑΣΦ Submit ▼ Part D 1: Compute the relative precision. Express your answeras integer. Submit Part E 11 195] ΑΣΦ | 41 Request Answer vec Submit Request Answer XB. YB. XC. Yc. XD, YD = Request Answer vec www wwwwww ? Compute the preliminary coordinates in feet if XA = 7000 and YA = 6000. Express your answers in feet to two decimal places separated by commas ? ft πVE ΑΣΦ ↓↑ vec 1 @ PODA ? ft
The data of a closed traverse is shown below. Create a table (in your solution sheet) showing all necessary information and compute for the area (state in the space provided here) of the given traverse using DMD and DPD. Use two (2) decimal places. DISTANCE BEARING N 28" 26' E N 82 10 E S 12 01' W S 52 29 W N79 40 W LINE AB 106.75m BC 99.75m CD 70.83m DE 83.29m EA 69.98m Your answer
Compute the area of the given traverse using DPD and DMD method. POINT NORTH/SOUTH DEGREES MINUTES EAST/WEST DISTANCE (M) 0-1 19 21 E 530.49 1-2 81 21 23.59 2-3 N 10 45 E 108.31 3-4 N 15 6 E 30.47 4-5 S 77 26 E 29.95 5-6 23 120.29 6-7 S 23 17.61 7-8 81 21 10.08 8-1 N 81 21 23.42
TOPIC: SURVEYING (VERTICAL CURVES) *Please help me solve this problem with a detailed solution. Thank you so much!