670 860 850 4,5 cm B 5 cm 830. 020 810 1/5000 Not: Kırmızı ile gösterilen verler cetvelle ölçülmüs mesafelerdir (Sınay kağıdını çıktı alamayanlar için).

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

A:

Q: p. 9 Somodlay

A: f(x) = x3-x-1

Q: Calculate the angle, & by using equati on of motion in y direction. 1 y = y, +v t –: 150 150 0…

A:

Q: The Army’s new ATPS personnel parachute is said to beable to bring a 400-lbf load, trooper plus…

A:

Q: 3. FIND PA -PB IN PASCALS IL 75 mm 5,6,= 0.8 OIL FROM C TO O 225 m 300 mm WATER 150 mm ELSEWHELE…

A:

Q: A= 0:5m² (zero point five) Az= 0. 3 m (tero point three) Ag: 0.5m (zero pant five) V,s 10 mls (tn)…

A:

Q: Sondaj kunğı 10 10cm Aynşmış kayaç (oprak zemini Ayngmig kayaç (1oprek zemin) Karot ilerleme bovu…

A: RQD : RQD = ∑(Length of Core pieces > 10cm length )Total length of core run*100 RQD =…

Q: D F 6ok F 10 KA 10 10 Fimure P-7 tel

A:

Q: -300 200 4S 30k 30 30 E =? Ey=? Y. E,=? Eg=? Bq =? つ V.

A: Strain is given in different orientation 1st we have to resolve these into x and y direction.

Q: A Given: P = P₁ = 1.2DL + 1.6LL DL= 30 kips 40 ft- H Joooooo B 1.5P 40 ft- Techipe oooo C 40 ft D F…

A: Given- D.L=30 kips L.L=65 kips The formula for P is given as, P=Pu=1.2D.L+1.6L.L =1.2x30 + 1.6x65…

Q: 9AN 105 N 10.5 AN 5.7 kN D. 5.7 AN 24m 3.8 m 3.2 m 3.2 m 1.5 3.9 m 2. Answers: AB = 47.2 kN C; AC =…

A: Taking moments about A, we get

Q: 1- Given Data Ꭰ L 40 in × 30 in fy Column = 350 Kips = 250 Kips = 60 ksi fé fy qa Footing = 3.25 ksi…

A: Data provided -column                                  Footing                                1Ksf…

Q: (A,B,C,D,E,F,G,H.I.J) 5jäi a Sta. B.S I.F.S F.S H.I Ground Elev. 30+25 A 13.728 12.523 30+50 12.371…

A: Solution; RL+BS=HI 12.15+A=13.728,  A=1.578

Q: 4) Şekilde gösterilen kiriş 3 parçadan imal edilmiş olup M = 600 Nm'lik etkisindedir. Eğilmeden…

A: Bending moment M= 600N-m

Q: peam (negative number in kip-ft to one decimal). Mg -Mg Mg Me + M +

A:

Q: Observed Bearing computed Correation internal angle Adjusted values Iemal Perwerd back angle Sta…

A: Internal Angles Angle A = 210o40I + (360o0I - 332o0I) = 238o40IAngle B = 96o10I - 30o40I =…

Q: Station B.S F.S Elev. B.M1 1.234 42.39 T.P1 0.965 2.732 T.P2 2.332 3.642 Т.РЗ 0.682 3.224 T.P4 2.338…

A: To find closure error and corrected elevation of given points

Q: Compute the area enclosed within polygon ABDFGA of Figure given below using triangles.

A: Traversing: The process of surveying to find the measurements of the lines which are connected in a…

Q: 5. Bir merdivenin iki kolundan birinin uzunluğu 3 m ve ağırlığı 360 N, diğerinin uzunluğu 4 m ve…

A:

Q: Sp. gravity 0.925 an foo L

A:

Q: Cm hea of he gven oene ung DPD ond DMD mthod COURSE LENGTH (m) BEARING AB 49585 850.62 N4 02E 855.45…

A: Area by Double Meridian Method (DMD method): DMD method is used to determine the area of the closed…

Q: 50r E =10,000ksi A I = 170 in1 Virtud work 7' 24 2)

A: Virtual work method is used to determine deflection or rotation at any point on the member. In this…

Q: Obtáin thé šólütión d'y/dx? – dy/dx – 6 = 0 ;when x=0, y=0 and when x=1, y = e³

A: The given equation can be written as follows (D2-D)y =6Where D = ddx  auxiliary equation will be…

Q: Determine thex- and y-coordinates of the centroid of the shaded area shown. 4" 4" 6" -2.00" 2.00"…

A:

Q: F: 300 N 60 120 4S 45' F: S00N F: F, (-cos bo sin 45 i cos bocos 4sjt sin l6ok)

A: first of all take components on X-axis and note take negative sign when force component showing…

Q: 300 N- m 200 N- m 48 mm 0.9 m 44 mm Elektrik motoru sabit bir hızla dönerken 1.2 m ABCD şaftına 500…

A:

Q: ACTIVIJ', 200N Me 0.20 30N sの3e REA'O: a, T, ¿ Tz ム。

A:

Q: Double Integration Method 50KN LibW/m Tat SEI 3EI im 4m 5m >16715 2m R= ? ; RB=? ; Ro= ? EIy DL = EI…

A:

Q: Cal Cuta te M.R of given SteiHon hoomm ) As = 3-25 1472.62 mo? M25 650mm

A: given-M-25 and Fe-425d=650 mmB=400mmAst=3@25 mm=1472.62 mm2

Q: After getting knocked out by Luffy, Don Chinjao decided to buy a lot and retire for good. The…

A:

Q: 1519 980.7 230.7 8749 230.7 9095 980.7 8749 / m S.F.D. (KN) 1519 B.M.D. (kN-

A: Given data:

Q: 30KN 10KN/m 40KN.m 5KN/m Int Hngn B 2.5 3.5 CS eanned with Candovver

A:

Q: Q1: Given the orodirates of 8-hrs UH Derive the ordiriantes of 2-hr U9 - Make the filowing Tableg…

A: We will assume a 2 hr UH and equate the calculated 8 hr UH to the given 8 hr UH in the question.

Q: STATION BS HI IFS FS ELEVA BM1 2.995 112.36 0+00 2.625 0+30 1.617 0+60 0.702 0+66 1.281 0+81 0.762…

A: Given profile Formula s Height of instrument = elevation+ BS  elevation = HI - FS or IS

Q: 0.656 ft * = 30° Y = 121 Iby Fig 2. ig 1. 15 ft 20 ft |H = 23.41 fA 8,= 117 #F 9 =34°1 1.25 0.8 1.5…

A:

Q: 0 (115) Now 20kip D MB = -2835.67 kipft чок р Hinge З кір JE UNDO, CLAPEP SP с 50kip 20 кір B 264.3…

A:

Q: 0 63662 x1000 × Lor 1. 27 324 050X10 200 100 Lbr = 0.4 9998 0.50 m bronze = O:50m lenth of the

A: This is the simplification problem for the given equation which we need to calculate the length of…

Q: air air N Ya = 15 m3 A oil surface 0.5 m C water surface 0.5 m Oil (s = 0.86) oil surface y 0.5 m B…

A:

Q: What is TP 3 elevation shown in the picture below: H.I. H.I. 11.68 .92 1.22 7.84 H.I, 2.05 3.10 TP 3…

A:

Q: Ro 0% U 6.5 6.0 5.5 5.0 Rgo 90% U 4.5 d 0.15d to = (7.25)? = 52.6 min %3D %3! 4.0 10 15 20 25 VTime…

A: Coefficient consolidation When saturated clay or other soil is subjected to an increase in pressure,…

Q: No. Date 40:5 18KN E= L00 CPA エ= (9X10°m3 4. A 2m 4m 2m A . a. DeS. the deptection at

A:

Q: t3 – 3t? + 5t – 8 5 sinh 3t + 4 cosh 3t

A:

Q: Đist Cm) Obseaved Tnterior Angle Sta Sta Occ Mean Đist Corecion Adgusted Inteior Obs Direct Reversed…

A:

Q: Q6Gruen the.Ordinates.of 9.hr.Unit hydrographaderive the Ordinades of 3 hr. Unithydrograph. Timechr)…

A:

Q: TMarch 23.5 °C TFebruary = 21.75 °C TDew point = 19 °C U₂ = 3.25 m/s

A:

Q: Beam determine the support reactions (solve using integral)

A: Given: Load equation = q(x2/L2) q = 100 N/m L = 2 m

Q: 175kn 30 200N. A lom brint SEI

A: For a member to be in equilibrium following conditions must be fulfilled Sum of all the forces in…

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: 50k Y/2 Y/2 Question: 11 An thod:

A: Given, w=3 k/ft X=Z=27.33 ft Y=25 ft

Q: 2) 5KN lokN 5KN im im

A:

Highway Surveys and Location

Surveying is an operation in the civil engineering domain that requires collecting and identifying data regarding an area of land and topography. The data that is collected can be helped to plan and undertake the construction process. Civil engineers perform surveys to gather three-dimensional information regarding a particular area. Engineers specify several points on the surface of the earth and relationship between points, and the distance and angles between the points are evaluated. The data from this evaluation guides in drawing plans regarding buildings and structures.