4 kN - m ,2.0 kN/m B + I m 1 m

Q: An open rectangular tank measuring 5 m long, 1.92 m wide, and 2 m high is filled to a depth of 1.6 m…

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Q: 8a kN a kN/m A -4.00- -6.00–

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Q: Q2 a 90° bend reducing section, which connects to a 15-cm-diameter vertical pipe. The inlet of the…

A: Draw the control volume,

Q: Determine whether a hollow concrete block of 4’ x 5’ x 8’ with a total weight of 4500 pounds will…

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Q: Shear/Moment Diagram

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Q: A force F = (0.5i - 2.0j + 7.0k) kN acting at A(5, -4, 0)m about axis BC where B(6, 8, 4)m and…

A: Force(F)=(0.5i-2.0j+7.0k) kN  Points:  A(5, -4, 0), B(6, 8, 4) and C(-6, -5, 8)

Q: Using MDM, what is the reaction at support A? 4 kN 20 kN 18 kN 4 kN/m B C. 2m 6m 2m 2m 4m 2m Select…

A: Finding out reaction at support A.

Q: An open tank has a square base with side 1.93 ft. Contains 3.26 ft. Of water is accelerated…

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Q: Find support reaction

A: Introduction : The given structure is truss structure . It has two support one pinned and one roller…

Q: 5 kN 20 kN/m B. -2 11 3m

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Q: DRAW M N T DIAGRAMS

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Q: 18.2 kN/m 36.4kN/m

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Q: Using MDM, what is the reaction at support D? 4 kN 20 kN 18 kN 4 kN/m A B C. D 2m 6m 2m 2m 4m Select…

A: Finding out reaction at support D.

Q: FIND THE MOMENT OF THE 1.2 kN FORCE ABOUT POINT A AND ABOUT POINT B

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Q: Which section below has the larger negative moment capacity?

A: The negative moment capacity for sections A and B:Section A details:b = 200 mmd = 600 mm4 -25 mm…

Q: 65 A 2.5-m length of a steel pipe of 300-mm outer diameter and 15-mm wall thickness is used as a…

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Q: A 3 m B 4 kN/m 3 m-

A: TO FIND   REACTIONS

Q: Solve the following problem on drawing S.F.D. and B.M.D. by hand. -2 m- B 4 m- 1.5 kN/m

A: A simply supported beam is loaded with a UDL of 1.5 kN/m 2m from A up to C. To determine  The shear…

Q: 3. (a) Determine the magnitude of the resultant force and specify where it acts, measured from point…

A: Given ,  The given Beam Is A simply supported beam.  The Total Length Of the beam (L) =6m The…

Q: Q10) Design an inverted siphon required to pass a canal discharge of 4.2 m³/sec under main road with…

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Q: 1.50 m COMPUTE THE HORIZONTAL AND VERTICAL COMPONENTS OF THE h,-4.50 m RESULTANT FORCE ON THE CURVED…

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Q: 5 KNIM 5KN 5m A

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Q: Water flows in triangular V-notch steel channel, with vertex if 60°, at a velocity of 1.2m/s. Find…

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Q: 150 kN 96 kN/m A |C 5 m 8 m

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Q: Solve for the EIA using Area-Moment Method. 3m 50 kN B 2m EID@ pt. B 60KN dic 2.5m 荔

A: EI = Constant Determine the deflection at point-B using Area moment method.

Q: A 600mm điameter pipeline carries water under a head of 30m with a velocity of 3m's. This water main…

A: It is required to determine the flow rate. Q=A×V=π4×6001000 m2×3 ms=0.848 m3s It is required to…

Q: Problem no. 2. Compute MD 1m 15 kN/m 4.2m B 5m 6m 3m 6 kN/m

A: Given: A simply supported beam  Required: Moment diagram

Q: What is the reaction R2 of the beam in the figure shown loaded with a concentrated load of 7 kN and…

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Q: t hydrostatic force (kN) t

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Q: The resultant of the three forces shown is a counterclockwise couple of magnitude 150 kip-ft.…

A: To find out the magnitude of all forces.

Q: QI: A horizontal rectangular channel of constant cross section has a sluice gat. When the gate is…

A: Given data Velocity at section 1 Depth at section 1 To find  Will hydraulic jump occur Its type…

Q: Moment at B

A: Given data in question  2D frame Point loads Dimensions  To find out  Moment at Point B

Q: Determine the internal normal force, shear force, and moment at point D of the two-member frame. 250…

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Q: For the given Differential Level notes below Station BS HI FS Elevation BM-125 2.38 897.39 ТР-1 3.11…

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Q: (c) Water discharges into the atmosphere through a pipe junction shown in Figure Q2 (c). Determine…

A: Let us analyse the question in step 2.

Q: Draw the shear, bending moment, and axial force diagrams and the qualitative deflected shape for the…

A: As problem is too long, so only 1st part is solved. For 2nd part, post them as a separate question…

Q: 2 kN/m -4.5 m 4.5 m 2 kN/m

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Q: 12 kN 8 kN C 1 m 3 m 1 m

A: Apply equilibrium condition : ∑MC=0RA×4-12×3+8×1=0RA=7 KN

Q: Find the Reaction at suport A and B

A: Take moment about the A:∑ MA=0FInd RB  and take equilibrium equation to find RA∑ Fy=0

Q: 10 kN 50 kN - m C -B 2m- 3 m

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Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?