5m U2 5m 120 kN E= 200,000 MPa Member areas 1,200 mm each 10 m 10 m

Q: ump = 6 inches ize of CA = 25 mm odulus of CA = 2.60 - of CA = 1600 Kg/m3 - = 1.00

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Q: Problem 2: A line measured with a 50-m long steel tape was determined to be 645.22 meter when the…

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Q: diameter 35 Cm- -> Ain 30cm th=30) (water> high Cm 30cm 5cm aiameter)

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Q: 0.4 t/cm². M 20l cm

A: Given:- fc=0.6t/cm2 To find:- M a) section turned upside down b) section has a normal force 12 tons…

Q: 80 kN/m 40 kN/m 1 m 3 m 2 m 2 m R2 R,

A: Given data:

Q: 3 m 3 m 3m B.

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Q: 12.WHEN X<500 UN STABLE LAMINAR true O False

A: Brief concept- Reynold's Number is the determining factor for the Laminar and Turbulent flow.

Q: 8 m 3 m 3 m 6 m A 40 kN 50 kN 8 m D

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Q: Q2). A 20m steel tape supported at both ends was used to measure horizontal distance of CD at a…

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Q: 80 kN 60 kN -10 kN/m 40 kN LA 2 m m. 3 m 3 m 2 m1 m

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Q: В 6 m 4 m A E F 4 m 3 m 3 m 300 kN 120 kN

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Q: 5-14. Determine the reactions at the supports. 3 m 1 m. Prob. 5-14 800 N/m -3 m B

A: To find- Support reactions of the given beam.

Q: 8. Resultant force on a 1 mx 1 m gate immersed vertically at a depth of 2 m below the free water…

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Q: 15 kN 10 kN 6 kN D E 0.4 kN/m 4 m 7 m 6 m 8 m

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Q: |60 kN | 40 kN 50 kN 16 kN | 4 kN/m D 20 kN 2 kN/m A E B C B +1.5 m1.5 m--1.5 m 2 m- - 4m-→- - 8 m 8…

A: The shear force diagram shows the variation of shear force along the length of the beam.  The shear…

Q: 20 kN/m 2.5.5 0 A 5m 4m R.

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Q: E 20 k 12 ft 12 ft 5 k -5 ft-5 ft- -14 ft-

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Q: What is the pressure at the center of pipe B (kPa)? Group A Group B B +) B water water mercury…

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Q: 120 kN 50 kN/m LA 4m 6m 10m

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Q: E=200 x 10° N/m? A=300mm2 L=3m B. 3 m 4.5 m P.

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Q: 12. A line measured with a 50-m long steel tape was determined to be 645.22 m when the average…

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Q: 1 m 0m 4m 2 m

A: The horizontal distance between two consecutive contour / line is called horizontal equivalent.…

Q: Problem 3.10 12 in. 15 in. 4 #10 bars $3 in. f, = 60,000 psi f = 4,000 psi 18 in.-

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Q: A curved surface was submerged in water as shown. Calculate the horizontal component of the…

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Q: occur? 60 k 180 k-ft 2 k/ft -10 ft -|-ㅡ10 ft -10 ft -10 ft-

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Q: Calculate  Rollersupport reaction

A: Given data : The value of vertical point load P=8 KN The value of horizontal load Q=6 KN   To find :…

Q: How many redundants are there? * (3 Points) 18 kN/m A C B -12 m- 8 m - El = constant E = 200 GPa I=…

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Q: 94 kN-m (a) 6 m 4 m

A: Only part 'a' is solved. As per bartleby guidelines experts are allowed to solve only first part if…

Q: 3 KN 2 KN 2 KN - 0.3 m 0.3 m 0.3 m- 0.4 m - 5 KN

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Q: (in millimeters) of the hole. 3 cm diameter 1.20 m 9 cm diameter 1 m 0.30 m

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Q: Design girts in an industrial building for the following data Height of columns c/c Spacing of…

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Q: How high will water rise in a glass tube of the inside diamete is 1.6 mm and water temperature is 20…

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Q: (エx=71.6 m - TS 8"x¢ 3エッy"23.7 mt A= 10. m CALCO LATE: CENTROID (C.q.) MOMENT OF INERTIA I)

A: ASKED- To determine: Centroid (C.G.) Moment of inertia about centroidal x-axis (Ix)   Given, Plate…

Q: 4 m 1.6 m- 2 m 0.8 m 100 N2

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Q: 60 kN 40 kN 50 kN 1.5 m 1.5 m 1.5 m 2m R2

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Q: 500 N 800 N-m 5m 8 m 4 m

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Q: A 100 m tape weighing 3 kg was standardized and found to be 0.02 m short at temperature of 10˚C and…

A: Given: Weight of tape = 3 kgMeasured length = 3245.68 mE=200 GPaDensity = 7500 kg/m3

Q: 20 kN/m E 4 m A 4 m 3 m 6 m 6 m 3 m

A: Given:- To find:- Vertical displacement at B

Q: 6 m A 3 m c = 30 kN/m² $ =0 y= 17.5 kN/m³ B 2 m IIm

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Q: -4.5 m- 5 kN/m -4.5 m- 5 kN/m

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Q: 120 kN 120 kN 120 kN 60 kN a E H 3 m В C D a 4 at 4 m = 16 m %3!

A: The given data is: Size of horizontal members = 4 m Load at I (FI) = 60 kN Load at F, G, H (FF, FG,…

Q: Compute the hydrostatic force and its location on semi-cyclindrical indention BCD shown. Consider…

A: The free body diagram of section DCB:

Q: A sharp-edge orifice 100mm in diameter in the vertical wall of a tank discharges under constant head…

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Q: 80 kN/m 40 kN/m 1m 3 m 2 m 2 m R2

A: An over hang beam is given with UDL and UVL

Q: A curved surface was submerged in water as shown. Calculate the vertical component of the…

A: Given-  Curved surface is submerged in water. System is 2 m wide into the paper.…

Q: 100 kN 300 kN m A C 6 m 3 m 21 E = constant = 70 GPa | = 500 (106) mm*

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Q: 60 kN/m 4.5 m 2 3 B A 6 at 3 m = 18 ft 3 at 2.5 m = 7.5 m 45 kN/m

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Q: 3 m H 3 m A B D 10 kN 4 m 4 m 4 m 4 m

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Q: 10 kN 3m 3 m 3m 3 kN 3 m

A: Consider the free body diagram of the whole system. Consider the moment equilibrium about point C.…

Q: H.W.21/ This a dome (hemisphere) is located below the water surface as shown. Determine the…

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Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.