A fixed-end beam of length Lis loaded by adistributed load in the form of a cosine curve with maximumintensity q0 at A. a)Use the fourth-order differential equation of the deflectioncurve to solve for reactions at A and B and also theequation of the deflection curve. b)Evaluatethe rotation at L/3 for L=2 m and q0=20 kN/m

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A: Given data  On a structural steel I profile beam a distributed load and M moment is applied as shown…

Q: 3) On a structural steel I profile beam a distributed load and M moment is applied as shown in the…

A: Youngs modulus E = 200 GPa Length, L = 1 m Moment, M = 245 N-m Cross section dimensions h = 145 mm b…

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Q: For the loading shown, use the double-integration method to determine (a) the equation of the…

A: Given: wo=7 kN/mL=4 mE=215 GPaI=105×106 mm4

Q: Q2. A simply supported beam of span 3m is subjected to uniformly distributed load of 15 kN/m as…

A: Givensimply supported beamL=3mw=15kN/m

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Q: 1. A semi-infinite steel beam of second moment of area I, = 4.0 × 10° mmª is supported on an elastic…

A: Write the given information.

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Q: For the cantilever steel beam [E = 190 GPa; I = 145 × 106 mm*], use the double-integration method to…

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Q: M-20KH-M P-25×H a-3M c-4,5M

A: given; q=30KN/m moment (M)=20KN/m a=3m b=1m c=0.5m P=25KN

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Q: Elasticity modulus E, for ACB beam with inertia I; a- Find the elastic curve equation by the…

A: (A) Please refer the detailed solution attached:

Q: Q-2 For the simply supported steel beam [E = 200 GPa; I = 129 × 106 mm4 ] shown in Figure below,…

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Q: QUESTION 4 Solve the problem by the moment-area method. The beam has constant flexural rigidity EI.…

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A: Given data as per question  L = 4 m, a = 2 m , q = 15 kN/m, P = 7.5 kN,E = 200 GPa,  I = 70.8 X106…

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Q: A fixed-end beam of length L is loaded by a distributed load in the form of a cosine curve with…

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Q: For the beam and loading shown, use the double-integration method to determine (a) the equation of…

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Q: P = 36 kips |A B C 9' - 6'-

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Slope and Deflection

The slope in a deflected beam is described as an angle in radians made by the tangent of the section with the original axis of the beam. The deflection at any point on the axis of the beam is defined as the lateral displacement of the point before and after loading.