Find all the bearings and azimuth. Bearing EF is N90˚0'0"W

Q: В 77°30' 77°50 32°40 47°35' 68°55' 68°35' H 47°15' E 71°00 70°00 75°05 A 74°55' 80°25' 80°25' G…

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Q: a-Calculate the bearing in DMS from Sta. A to Sta. C. b-Calculate the distance from Sta. A to Sta.…

A: The slope of a line with the x-axis is given by tanθ=y2-y1x2-x1 In the given question, y2=4314.08…

Q: LINE FORWARD BEARING BACK BEARING S 37° 30' E S 43° 15' W N 73° 00' W N 12° 45' E N 60° 00' E АВ N…

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Q: 10kN 3m 3m 3m

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Q: 18m A 9m 7,50m B VP 166N Compute for P If CABLE BC is Horizontal w9

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Q: What is AE if the bearing is N55°44'33"E 1000.00'? 567.22 O823.57' O 826.52' O 562.91'

A: Bearing = N55 o44 '33 "E

Q: 2.8m D B A 1.6m 2.4m 12KN 90° F 1.6m dla J 90° 12KN 1.6m 2.4m Determine the nature of forces CD, CF…

A: Given datatruss is given with loadingHinge at B and roller support at AFINDnature of forces in CD,…

Q: + amson.blackboard.com/ultra/courses/_14759 1/outline/assesse 2 83 minutes remaining Test Content…

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Q: Q4: A/ Defined (W.C.B) direction, then compare it with (R.B) direction. B/ In closed traverse ABCD…

A: A. WCB and RB Whole circle bearing (WCB) is a type of direction used in land surveying,…

Q: draw sfd and bmd

A: ∑MA=020×2 + 40×5 - RBy×9=0RBy=26.67 kN ↑∑V=0RAy+RBy=20+40RAy+26.67=60RAy=33.33 kN ↑∑H=0RAx=0

Q: 5. A standard subtense bar, a stadia rod and a transit were set up at points B, R and T, respective…

A: A Subtense bar is one tachemometric method. It is a physical bar with sighting targets at both ends.…

Q: 2.1m 16 0 ORC 17KN 3.6m 90° 8kN 3.6m 18kN Determine the support reaction, show the angles used (…

A: Given data,truss given with loadingFINDreaction angle at C

Q: Forward Backward Line Bearing Bearing 37deg. N 37deg. 1-2 30min. 30min. W E S 43deg. N 44deg. 2-3…

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Q: Determine the slope and deflection at point Bof the beam shown by the direct integration method. 50…

A: Solution: Given data: Youngs modulus E=70 GPaMoment of Inertia I=164×106 mm4 Consider flexural…

Q: What is the approximate moment at the ends of column AC of the frame shown? Use the portal method.…

A: the above question solved by portal frame method

Q: shear and bending moment diagram for the beam to the right. Make sure your graph is neat and drawn…

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Q: 2) Given the cross sectional area below. The horizontal neutral axis is 129.0mm from reference…

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Q: Font -6 ft- 5k/ft -12 ft 130° -6 ft- B

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Q: 5' - 0″ Sym. ---- 1' - 0″ tut 5" 1' - 0

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Q: Problem 3. Distance of point of zero shear between B and C from point C 2 k/ft 3 k/ft B. t. -20 ft-…

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Q: please draw moment and shear diagram 21 N-m 21 N-m 2m 31 N/m 31 N/m

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Q: d] Draw the deflected shape of the beam below

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Q: Ex 5: If the bearing of AB is N 42°11'10" E, compute the bearings of the remaining Sides. Provide…

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Q: The possible location of shear centre of the channel

A: Given, Figure shown the shear centre channel section, Draw figure to shows the possible location of…

Q: ease skip if you have already done this. Thank you

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Q: The concrete slab supports 6 columns with varying axial laeding as shown. Determine the coordinates…

A: The figure given in the question is as follows- Let C.G of loading is passing through the point…

Q: 18m A 9m 7.50m B VP 166N Compute for P If CABLE BC is Horizon tal 6m

A: Compute for P If CABLE BC is Horizontal

Q: Locate the centroid y of the area.

A: To determine the y-coordinate of the centroid of the given area.   The given area is bound by…

Q: Find the bearing of the line having: dep= 434m and latitude of 650m

A: departure D=Lsinθ=434 m latitude L=Lcosθ=650m

Q: Situation #1 Bar AC is supporfed at both ends by fixed supports, ith'an axial force 4, 14 kn applied…

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Q: 1.)complete the force in cach nenber fo the r kewn below. SState whether the membeis are n tension…

A: Step: 1 Truss: - It is a pin jointed frame where bending moment does not exist in members carry…

Q: DRILL: FIND THE RESULTANT OF TAE FORCES USING a METHOD OF TRIANGLE AND PARALL ELOGRAM 6.METHOD OF…

A: a)Find the resultant forces using triangle method.If three forces acting at a point, then it can be…

Q: Ⓒ Calculate the deflection at midspan 29 Hint 941= 27. X EI= Cons. L L List 30.12 EI Exact = Ans 9L4…

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Q: Determine the force acting on the curved part. Indicate your location

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Q: SOKN I. DRAW THE 2 MOMENT 2m 3m1 5m AXIAL, SHEAR, DIAGNAM 10kN/m Int. Hinge 3m waf to 25KN

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Q: 30 KN/m Im -> 30m & Draw Bending Momont Diagramn? Q Draw Deffected Shape? Reaction?

A: Three Moment Equation: M1L1+2M2(L1+L2)+M3L2+6A1a¯1L1+6A2b¯2L2=0

Q: 30KN 25KN 70KN/m 20KN B. 1.5m 3.5m 2m 2m 1m

A: Given:- a beam shown below

Q: Point B is an internal hinge. Find Ay, MA, and Cy. 30 kN 60 kN/m 25 kN 20 kN В 2 m 3 m 2 m 1.5 m 1 m

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Q: 6 KNIM 45 KN/m コ行个1个才 3m 3.6m

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Q: + Solve for Rxns: 2 K/ ft G 4 Sisk aind 1B t पैद

A: Given Data  Find support reaction.

Q: 3. Draw the BMD and SFD for the overhanging beam shown. Indicate all significant values inclusing…

A: Calculation of reactionsRA+RB=12×2×60+20RA+RB=80kN        eq1

Control Survey and Geodetic reductions

Control surveys or survey controls are used to establish reference points as a basis for various construction activities. Vertical and horizontal control points are to be established in a control survey to increase accuracy. After establishing the control points, all other types of surveys such as topographic, right-of-way, aerial mapping, construction layout, boundary surveys, and utility mapping can be worked upon so that control networks can be formed. The place from which the observations are made is called a survey station.