3. The clear spacing of the main longitudinal A. 140.6 B. 155.3 C. 165.7 forcements in m D.207.6

Q: Problem Statement Based on Problem 4-75 from the textbook. PROBLEM 5 Determine the magnitude of the…

A:

Q: What is the Maximum deflection cf the besm interms of EL TO KN /M 个个个,

A: Given: A simply supported beam of a span 10 m has an uniformly distributed load of 10 kN/m. The…

Q: 50 kN 162 kN.m 10 KN/m TTTT 15 m 6 m

A: Given :- a beam as shown below

Q: Write the equations for shear and moment betweenpoints D and E. Select the origin at D.

A: ∑MA= -68+133.10-18Ey=0Ey= 19 kips upwards∑Fy=Ay-3.10+Ey=0Ay=11kips (upwards)∑Fx=Ex-8=0Ex= 8 kips →

Q: The overhang of the beam carries a 6 k-ft moment. If El is constant. Determine the following 6 k-ft…

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Q: Determine the moment of the forces P & Q applied to the truss around points C and D. 2 81 41 V ioo#…

A: The moment of the forces P and Q about C, MC can be written as: MC=Px×BC [CW] NOTE: Q passes through…

Q: The horizontal bar is supported by two cables AC, AB, and the ball-and-socket joint at O. Calculate…

A: Solution - Given, F=3867N

Q: 60 KN 3 m 50 kN/m 10 kN-m A B 1m 5 m

A:

Q: P7.13. Compute the slope at support A and the deflection at point B. Express the answer in terms of…

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Q: Swing moment diagram and b) follow the x-limits given to construct the V & M Equations. Also,…

A: According to Our Guideline We are Supposed to do only one set of above question

Q: The beam in the figure below is fabricated by attaching a C180x14.6 channel to a W250x17.9 shape…

A: Given, Maximum Shear force =Vmax=65 KN C180X14.6 A1=1850 mm2d=178 mmxcg=13.8 mmIY=I1=0.405×106…

Q: 4) Draw the shear and moment curves and sketch the deflected shape. E P = 36 kips 2' 31 F P= 24 kips…

A: Beam is givenpin supported at A and roller supported at DFINDSFD , BMD and deflected shape of the…

Q: shear and Moment Diagram solution each of Draw with complete the value.

A: For SHEAR force diagram and BENDING moment Diagram of Given beam with reactions value#####

Q: The cantilever beam shown carries a uniform load 5 kN/m on the 3 m portion of the beam and a…

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Q: The combined footing shown in Figure is designed as a narrow reinforced concrete beam. The footing…

A: To draw the shear and moment diagrams.   The shear and moment diagrams can be drawn by writing the…

Q: 3) Determine the shear and moment in the beam as a function of x, where 3m <x<5m. Ay 20kN.M KN 15…

A:

Q: Compute the force acting on a 5 m diameter gate which is inclined 60° from the vertical if the…

A: Diameter of the gate = 5 m Gs = 1.03  Height of sea water above the gate = 6 m Inclination from…

Open Channel Flow

Open channel flow is a branch of fluid mechanics. It deals with the flow of fluid in an open conduit or free surface. In an open channel flow, gravity induces the flow of water whose surface is open to the air. This flow is free-falling rather than confined in rigid body conduits. The open channel flow depends upon two parameters that are the cross-section of the conduit and the velocity profile. Practical examples of open channel flow are streams, rivers, canals, and other drainage systems.In open channel flow, the cross-sectional area of at least one of the sides is exposed to air, and the surface of water faces atmospheric pressure. This flow is also known as free gravity flow. The cross-sectional area of the conduit can be either man-made or a natural channel. For instance, the flow in rivers and streams are natural conduits, and the flow in a canal and sanitary systems are man-made or engineered channels.