Draw a Curve betuken he fime period- and the amonntof penetration and

Q: Find the hydrostatic force, diveteón on the inclined ond positión of CP) sucb merged surface as…

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Q: * TRIANGLAR CHANNEL WITRr ews INCLINED40° wimt THE HORIZENTAL IS LAID IN SPE.aCE n- 0.01. DETERMINE:…

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Q: FINO Ely MID WAY BETWEN THE SUPPOS 4KN

A: We have to determine the value of EIy at the midspan of the supports or in between the supports.

Q: 19 - Calculate the value of the bending mounent generated atr support A of the given stucture" 120…

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Q: The length of the throw of a spiral is 2 m. What is the corresponding offset distance at the S.C.?…

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Q: N87°30'E 589.06 m (3 sOnknown. Bearin 686.66 m Unknown Bearing ---- -- 654.06 m S 42°45'E 656.98 m.…

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Q: نقطة واحدة The lateral earth thrust on the :wall effected by

A: Lateral earth pressure is exerted by soil on the soil retaining structure. The soil behind the…

Q: Determine the length of diagonal CD, when (x= 4 ft, y=2ft, z=3ft) .A 5.8ft .B 5.385ft .C 5.385 .D…

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Q: A Sollau circular Sh oft has an outer oliamety f 200 mm and wal thic kne * 5o mm transmit a tamaue g…

A: Outer diameter, thickness, Torque applied to hollow circular shaft have been given and it has been…

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: 298.5 kN 3.2m 3.2m 3.2m 3.2m 3.2m T P L H ôm Å S 0 Y G B 4m R N J F em с M 1 E D

A: Solution: Given: a) Point of contraflexure occurs at the middle points of the points of the various…

Q: Find roller support reaction

A: Given data : The value of Point load P=5 kip The value of point load Q=5 kip The value of Moment…

Q: What control is used to determine the elevation drop across the following manhole?

A: Manholes are those which are provided underground to inspect, modify and clean a sewerage system.

Q: 1.A) Draw the free body diagram for the right-hand side part. 1.B) H B 4 m+ 80 kN.m 4 m 5 m G 5 kN…

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Q: 20⁰ 30, A 6kN 2kN 0.4m 0.6m

A: Given:- To find:- Force in AB

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: Find R1 and R2

A: Introduction : The given beam is loaded with three load . The loads are moment , Uniformly…

Q: 10. TAPE MEASUREMENTS a. A line was recorded as 1750.00 meters long. It is measured with a 0.65 kg…

A: Solution: a. Tape length correction: CL=l-l1l1L=29.997-30301750CL=-0.175

Q: P.T, P.I, P.C are the basic for setting a Vertical . curve requirements True O False O

A: To find out the basic requirements for setting a vertical curve.

Q: 2a. Determine the location of the centroid of the built-up section measured from the top. 2b.…

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Q: Find redundant NBD.

A: ##CALCULATE Of forces in Redundant member BD##

Q: 3 4.20 B A 4.0 m BAR WEIGHING 100 N IS REUTING ON A SMOOTH FLOOR AND AGAINST A MOOTH WALL AT POINTr…

A: To find the value of P

Q: A 2-meter long sub tense bar was first set-up at A and subsequently at B, and the subtended angle to…

A: To determine the length of the line AB-

Q: FA= 8 kN %3D 0- -40° BFR = 6 kN Fig.(A) 128.Cos 00

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Q: Determine the location in meters of total hydrostatic force (kN) of an inclined, rectangular gate…

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Q: P.T, P.I, P.C are the basic for setting a Vertical . curve requirements True O False O

A: Point of tangency(PT) , point of Intersection (PI) and point of curvature (PC) are to be determined…

Q: what is an periphery angle in a rotavator blade?

A: Rotavator is a tractor drawn machibery blade which will help the formers mainly in preparation of…

Q: Convert the following WCB into Reduced Bearing. • 499 • 2409 1339 • 335°

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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: What is the true inclined distance? E = 200GPa, A = 3.0 mm² and the coefficient of linear expansion…

A: Calculation of True Inclined Length of Line  using Given Data in problem

Q: SOLIDS FOR WHICH V = (mean B)h 8. The railroad cut shown in the figure has sides inclined at 45° to…

A: Solution: h=11+102=10.5 ft

Q: +y A B a +x 12 Three coplanar, concurrent forces at O Vertical component of force B will act along…

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Q: 25

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Q: The distance from C to X

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Q: For questions 3A and 3B, refer to the shear and moments diagrams shown. 3A. What is the slope of the…

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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: Abeam has a height of 710 mm and a width of 350 mm f'c = 28 MPa, fy = 420 MPa, and two layers of dia…

A: Given B×D=350×710mmfck=28MPafy=420MPa

Q: Hiw 3.1/Member Ac Shown in fig is subjected bo a verbicul force of 3kN. find the posibion. Xof the…

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Q: What is the base angle at Slice 3 in the fgure below? a. 5o b. 16o c. -5o b. -16o

A: Data given Find :  base angle at Slice 3

Q: 3m 20 KN 2m C 1 t 3m hinge 30 KN M The 2m OKN DE F zot 2m 2m

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Q: Situation5. A line is recorded as 472.90 m. long. It is measured with a 0.65 kg. tape which is…

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Q: 1りthe DYaw SFD and BM.D figure belowe. 275 KN B 金 トSm 3,6m lism 275 KN

A: Given data in question  Overhanging beam  Point loads Span length To find out  SFD BMD

Q: 55 kN 64 kN 100. kN/m D A B Im 3m Im R1 FIGURE A R2

A: Determine the area under shear from point of zero to point B for given loading beam.

Q: DRAW THE TREE BODY DIAGRNM 40° 25° ISKN

A:

Errors in surveying

An error in surveying is defined as the difference between two or more values of an identical quantity. However, the estimates are never accurate and there will always be a degree of variability regardless of the research tool or method used. These differences are known as errors that need to be reduced or eliminated to maintain certain levels of accuracy. Even if you carefully follow the prescribed test procedures, the considerations may contain errors.