QUESTION 1. The simply supported beam in Fig. 1 supports a concentrated load of 300 N as shown. Using El = 20.48 x 10³ Nm², determine (a) the slope angle of the elastic curve at A, and (b) the displacement at D. R₁ = 100 N 1.0 m D 2m Fig. 1 300 N B 1.0 m- X |RC= 200 N

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Q: An overhanging beam is subjected to a partial uniform load w = 23 kN/m and two pint loads P1 = 60…

A: An overhanging beam is subjected to a partial uniform load w = 23 kN/m and two pint loads P1 = 60…

Q: 11.2 kN/m A B 2.8 m 3.1 m Fig. Q1 Note: not drawn to scale

A: To determine the reactions at A and B and to draw the hear force diagram.

Q: A Д 2q a | P=2qa C q а В

A: Note:- As per the honor code and answering guidelines I can answer 1st question (As both questions…

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Q: If a cantilever beam (one end fixed and other end free) has a cross section of 4 mm x 4 mm and a…

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Q: Question 5 calculate the deflection of the point C in mm of a rigid beam AB which is supported by a…

A: According to the given dataK=157 N/mmA rigid beam ACB We need to finddeflection at point C

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Q: Question 5 calculate the deflection of the point C in mm of a rigid beam AB which is supported by a…

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Q: The beam has the cross-sectional area shown in (Figure 1). Figure 1 of 1 Part A Determine the…

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Q: Determine the internal normal force, shear force, and bending moment acting at point C in the beam.

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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: 5. The rigid beam is supported by a pin at Cand a steel wire AB (Esteel = 200 GPa). a) If the wire…

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Q: For the, 1060 H18, aluminum beam and loading shown, the beam is of rectangular cross-section with…

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Q: A IC B 3 ft 12 ft

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Q: Find the maximum bending moments in the X and Y directions. Given: depth, h=152mm

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Q: 120 kN 7.5 kN/m 417.5 kNm 282.5 kNm A C +5m→5 m 10 m - RA = 115.5 kN Rg = 79.5 kN

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Q: Find the length of the part 1 and 2 of the steel bar if the total deflection under the forces shown…

A: Given data, δT = Total deflection = 0.5 cm = 0.005 m E = Modulus of rigidity of the bar = 200 x109…

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.