Find the distance d B ?=d G 6m 200N 20m 160N کرين برجي Tower cran إجابتك

Q: WATER A 8 = 9810 N/m2 he hg = 3m ho - 10 m ho l=9.4m CP 2=45° Wzim D FIND: ? Ya %3D

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Q: Staff at Vertical Angle Staff Reading Upper Middle Lower P -5°12' 1.388 0.978 0.610 Q +27°35' 1.604…

A: Given:- Elevation of A=75.5m Height of tachometer=1.55m k=100 c=0.0 To find:- Elevations of P and Q…

Q: Find the general solution of y'" – 3y" — y¹ + 3y = 0 a. y = b. y = C₁e* + С₂е* + С3e³x C₁e* + С₂е¯ +…

A: Solution of general equation  Y"'- 3Y"- Y'+ 3Y= 0

Q: 6m 5: |i| T 12 m 13 m N N B

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Q: 31. a) Deternine the elevation at each stations. b) Difference in elevation between the 1+20 and…

A: Given profile levelling HI = height of instrument FS = fore sight BS = back sight IS = intermediate…

Q: The side of a hill makes an angle of 12° with horizontal. A wire is to be run from the top of a 60-m…

A: Given data,  Angle of hill = 12° Wire run from top tower = 60 m Stack located down from hillsides =…

Q: in eacn memt uss 4.0 4.0 B 4.0 100KN 200KN

A: Find the force in each member of the truss shown in Fig.using method of sections

Q: N Q2: Determine (Y). If Pa – Pg = 6624 m2 Y Water Water Mercury 6Y

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Q: Sand IDft 8 = 110 pef Sand 8sat= 120 pcf

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Q: 100 mm 2X mm 40 kN 200 mm 3Z KN/m 25 mm 2X mm 200 mm 2 m 2 m Given: 30 kN/m and 20 mm

A: neutral axis from top so neutral axis from bottom=240-100=140mm

Q: Find Find 300 EN 30 F1= 205KN

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Q: S-1 Line S-2 S-3 S-4 Student No. 4 S-1 S-2 N 29°53'21" W N 21°23'01" E N 61°6'01" E N 4°50'01" W…

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Q: 0 mm 20 mm x= ky? 30 mm etermine: enter of Area in x direction, overline x 1U-Sclect) mm enter of…

A: To find centroid

Q: 20KN 60KN 10KN/m 2mA 5m 6m 2m 4m A B) D E 2. 51 21

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Q: LINE BEARING N 11°38' E N 88°29' E S 18°10' E S 23°50' W UNKNOWN DISTANCE (m) 113.45 88.67 UNKNOWN…

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Q: 1m 1m² fy x 3m 1.8m 3m 52m L 0.5 m Im 1m 2m >X

A: For ease of calculation first let's assume the origin at the extreme left of the diagram as shown…

Q: Question: Cd= 1:0 = 0=1cm @ Derive The Equation Of Motion In Terms Of Height 2 Time For... cd-lo…

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Q: P= 10KN w 2kN/m

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Q: 400 N 2m 2m 2 m 45 P 2m

A: Note: As nothing is mentioned in this question so we are assuming that we have to calculate support…

Q: 40KN/M 80KN 15KN/M B 21 1.51 Е 21 1.5/ 1.75/ 6.0 A D. Fl 6.0 4.0

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Q: diagram. 10kN.m 2m 3m (20+#ID)/2 KN 2m 5m 77 5kN/m B

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Q: 3m 6m D 10m 4m 3m A 89.12

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Q: Oil S = 0.849 %3D Water h3 Water

A: Density of water = 1000kg/m3 Density of Oil = 0.84 x 1000 = 840 kg/m3 h1 = 31.11 m h2 = 71.86 m

Q: E 0.4m D 10KN 0.8m C 0.4m В 5KN 0.6m Al 20KN A=800 mm? A=1,200 mm?

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Q: EL 255m 30m Ground Surface EL. 220m Y= 20KN/m 10m

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Q: Determine the centroid along x of the lines that form the boundary of the shaded area in the Figure.…

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Q: LINES BEARING DIST AB N 32 27' E 11 BC S 8 51' W 83 12 CD

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Q: Find the area 15m 9om 15m ISM 12m bom 6om 30m 30 hom

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Q: 2.87 m 2.87 m 17.00 kN 17.00, kN 14.00KN/m Toucere to eet I I 4.10 m 4.10 m

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Q: A 2.27 m y I 1 L--x 490 N-m f 0.69 m 8 66° 0.13 0.13 1.34 KN

A: Given:- Required-To find support reactions of the given beam.

Q: 1m 1.5m 1m 25KN 2m B 0.8m C 1.8m D E

A: Find force in AB, AC and BC

Q: 12k 26' 12 LO 32' 10k A

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Q: 33° 60' E =10.22 m PT PI R. PC R

A: solution given angle of intersection I =33°60'=34° ( we know 1° =60')external distance E = 10.22m

Q: 520 N/m 230 N/m Chinged 15m 6m BO 13m N

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Q: 10,000 1b 10' C 10 E 10' 400 F. D. Fig. 6-35 Solve for member CD.

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Q: GIVEN: G.=-3.5% ELEV V = 71.50 L= 800 m G. = + 4.5 % STA V= 10 + 00

A: PVCSTATION=PVISTA-L2L=1000-L2=6+00PVCELV=PVIELV-g1L2PVCelv=71.5+0.035×8002PVCelv=85.5mEquation of…

Q: 200h sooN 200N 3m 3m 'R, "y at point C

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Q: The R.L, of the point A which is on the floor is 100 m and backsight reading on A is 2.455 m. If the…

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Q: Ʈallow (MPa)=95     Ø(rad)=0.015     a (mm)=80    d (mm)=40

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Q: Draw the Moment of all members.

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Q: D00 psi. 23" 25" A=2.35 in? 10"

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Q: 20k/ft 6 I 20k ↓ 6 B 8 50k/ft с

A: Divide the entire complex load into uniformly distributed load and uniformly varying load to make…

Q: Station BS HI FS Elevation BM-125 920.00 ТР-1 3.11 X 1.27 920.47 ТР-2 Y 926.28 1.11 ТР-3 2.74 2.00…

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Q: SkN 30 30 Determine the degrees of freedom O 16.667/EA O 16.766 O -16.667/EA O 0/EA O 16.667

A: Degree of freedom: The total number of directions in which the structure can be moved or rotated…

Q: E 0.4m D 10KN 0.8m 0.4m SKN 0.6m Al 20KN B A=800 mm? A=1,200 mm?

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Q: E 0.4m D 10KN 0.8m 0.4m 5KN 0.6m Al 20KN A=800 mm? A=1,200 mm?

A: What is the axial stress AB in Pa?

Q: 1500 kN 20 25 m Y= 13.7 kN/m - 20

A: Given:- FS=3 footing size=2.5 x 3m To find:- check adequacy of footing

Q: The answer is supposed to be 7.05ft

A: Flow rate, Q = 400 cfs n = 0.025 Side slope 1 V : z H = 1:3 z = 3 Base width, b = 15 ft Bed slope ,…

Q: 17- Which one is not correct 12 3456789 10 11 12 A B E F Activity B & E start together Activity C…

A: observing the data by chart.

Q: 4 m El. 18 El. 14 El. 15 2 3 3 m El 3 El. 3 El. 0

A: Given above is section of concrete dam with various data given and it has been asked to determine…

Coordinate Geometry of Survey

Coordinate geometry (COGO) is a method of inserting surveying or engineering data into geographic information system (GIS), computer-aided design (CAD), or mapping software. These data can be collected on the proposed construction site using standard surveying techniques and instrumentation or may be taken from existing maps, engineering plans, drawings, or records. Data gathered on the site includes coordinates of points, bearings, and distances between points. The data are noticed and noted through conventional surveying procedures, like a traverse or layout measurement series and it can be either digital or non-digital. The maps and plans are inclusive of boundaries, divisions, and other components, and these features are shown with coordinate values, the lengths, offset distance, and bearings between them.