A SSB of 8 m span carries a point load of 10 kN at its centre. It also subjects to a UDL of 1 kN/m over its entire span. Find the maximum deflection of the beam. Take E = 200 kN/mm2, I = 200 x 106 mm4

Q: A 5 m long cantilever beam HEB160 is subjected to a load as shown in the figure. Determine the…

A: Step 1: Calculate reactions Step 2: Using double integration method, determine the moment equation…

Q: I A m from end 4. Using Moment Area Theorems, obtain the angle of rotation 0 at point B antilever…

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Q: Wo d B C kN/m Answer: Wo

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Q: C B 5m -5 m- El = constant E = 70 GPa I = 1,030 (106) mmª 25 kN/m

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Q: 15 kip*ft 12 in 10 in 6 ft

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Q: For the beam shown; 1. Determine the equations of slope and deflection. 2. Determine the slope and…

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Q: Solve for the deflection of a simply supported beam (b = 60 mm, h = 125 mm, length = 3 m, E = 10…

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Q: A cantilever, 2.6m long, carrying a uniformly distributed load w along the entire length, is propped…

A: Given:The length of the beam is .The load at the free end is .The modulus of elasticity is .The…

Q: Figure 1 shows a cantilever beam which is 6 m long and fixed at A. The beam carries a uniformly…

A: Conjugate Beam Method: One of the ways for determining the slope and deflection of a beam is the…

Q: determine the deflection at B in mm using Conjugate Beam Method. Consider 150 mm x 200 (b x h) mm…

A: The values are a=2.5 m, b=27.3 kN/m, c=23 kN E=80 GPa, b=150 mm, h=200 mm

Q: A 30 kN/m 2.4 m C 50 kN 1.2 m D 1.2 m B Q4. Determine the deflection and slope at point C by using…

A: For solution please refer below images.

Q: 4. For the beam shown below, determine the slope and deflection at points "B" and "C". Assume E =…

A: The modulus of elasticity is .The moment of inertia is .

Q: Use the conjugate beam method to determine the magnitude of the deflection at C (in feet). Assume A…

A: The values are P=20 kips, w=1.8 kips/ft. EI=78750 k-in2

Q: 20 kN/m 1.6 m с 30 kN + 0.8 m B I W150 x 24

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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.