Q. I Determine the slopes and deflections at points B for the beam shown below by the conjugate beam method. -6 ft- 60 k-ft Q. I B -12 ft- El = constant E = 10,000 ksi I = 800 in.*

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Q: integration table to determine and compare the deflection at B and D. Note: Beams AB and BC are made…

A: Given:Required:Deflection at B and D

Q: L L/2 6p 5q 2q M А В

A:

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Q: 10 Kips/ft A B 6' 6' 6' –

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Q: SIT A. Determine the slope and deflection at point B of the beam. 50 kN · m - 4 m El = constant E =…

A: Given  E=70GPaE=70×103 MPaI=160×106 mm4 Consider the diagram of the beam

Q: Use 3 decimal places

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Q: Use the moment-area method to determine the slopes and deflections at point  C of the beam shown.

A: Use the moment-area method to determine the slopes and deflections at point  C of the beam shown.

Q: "| A Answer: VC= W LAB m mm. LBC P X

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Q: Using the conjugate beam

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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.