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

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A: This is fixed beam with uniformly varying load and find out deflection at x = 0.475L.

Q: free of local ittraction. The deCiination at the place was Tound to be 315 W. Find tne true bearing…

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Q: under the bridge-57.gradeintersectinn at3– Vt =15+oe at elevetion Zam elevetion =41L…

A: Given- n1=-5%n2=0PVI=15

Q: if P=140 N and a=4m and b=2m and tetta= 33.7   find  F(EC) , F(ED), F(AB),F(AD)

A: Given  P=140 N and a=4m and b=2m and tetta= 33.7

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Q: Draw the longitudinal section ( profile) of the leveling process if vou know that the elevation of…

A: Assumptions:(1)- Since No Specific angle/Bearing is Given , so we are Considering The Offset as a…

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Q: 45 67 89 2. lo0 l00 l00 300 b00 Find Po4 FIL assumei= 8%

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Q: 3. Byusing Area MomentMethod, Determinethedeflectionatthefreeendofthebeamshown 60 kN 300 kN-m B 5 m…

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Q: 4. Convert 150 o to radians 5. Convert 5. 64 rad to degrees G. Convert 2 2. 6 78 ° TO degrees,…

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Q: 8from (figure l), detenminethemomentabont Point A. 40kn 15m 150kn 421- kn 28 m 9okn

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Q: Draw a Curve betueen he fime period and the amonntof Penetkaton and

A: Here i am answering to this problem by plotting graph between on y-axis amount of penetration and on…

Q: Correction: Inertia*

A: To determine: The moment of inertia of the shaded region with respect to the X-axis.Following figure…

Q: If ds dt Vst , and t = 0 and s = 1, find s when t = 9. %3D A. 81 В. 100 С. 121 D. 144

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Q: 구5 200 Sind moment Resultant about Point O 125

A: A moment about a point can be defined as the product of force and distance from that point. There…

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A: Degree of a curve : Central angle subtended by an arc of 20-30m chain

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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: he DMD of the line BC is equal to 426.20. The departur ne AB is 117.56. What is then the departure…

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Q: aw a Curve between the fime period dthe amountof penetiaton and

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Q: Numericals. The fallowing forces call pull at painl 25N north. Noath-east East i) 20N 15N iv) 20N v)…

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Q: The velocity distribution is. Vz 2zi-ayj+(at -bz)k . It is bteadg? Find the eg. the streamlines…

A: for a steady flow ∂v∂t=0v=2xi-ayj+(3t-bz)k∂v∂t=0-0+3         =3∂v∂tis not equal to zero , so not a…

Q: complete the leve1 the 5. DOUBLE-RODDED LEVELING. Set up and for a double-rodded line from BM45 to…

A: Solution Double rodded levelling result is given

Q: Find the first moment of the shaded area with respect to x-axis

A: Given the diagram shown below:-

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Q: 2.if the anglesof deviqtion f at points E, D, C, B 83° 44 and 76°21 R 13°52L,4637L reseectively and…

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Q: Derive S = So + Vot + (1/2)at2

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Q: 2. A transit has a stadia interval factor of ag.9u and stadia castant of 0.30m. Com pute the…

A: To Determine Horizontal distance (D) from the transit to a point where the stadia intercept is 0.6 m

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Q: Vithout actually solving the centroidal moment of inertia about x-axis, how will you tackl roblem?…

A: To find moment of inertia

Q: Calculate Curve Data 5. 149'29'39" 210'44'33" .06 Def A 294'59'46" R ArcL f 06 Tc=11,25 M •Z

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Q: b. 184 mm c. 25% d. 0.075 m²/yea

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Q: 18 Which statement is true for cutting plane. a) Its axis depends upon shape of object b) It is…

A: A cutting plane need not be a Straight line can be of any shape. It may not also not be at the…

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Q: 1-1F the maghetic 9uakter dirction (M.ßr) For the lines. ABBC,cD.DEahEF are NS5 3 E, 57800E,S72°20€,…

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Q: 41 45 us 41 6as 9 Jolnt Foc Joint G Fer EM=0, FAB=-1825 08 (c) Foe sincus)- Ga5 =0 FOE= 883.983 08…

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

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

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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: petermine atrers Area=D1o mm2 Farce =22S KN. %3D %D

A: Given data : Force (F)=225 KNArea (A)=10 mm2

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Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.