A horizontal beam, simply supported at its ends, carries a load which varies uniformly from 15 kN/m at one end to 60 kN/m at the other. Estimate the central deflection if the span is 7 m, the section 450mm deep and the maximum bending stress 100MN/m2. E = 210GN/m^2

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A: Given   Load, q = 2 kN/m Length, L = 2 m              E = 70 GPa Find  Maximum deflection

Q: Draw the SFD and BMD for the beams loaded as shown in  Calculate the position and magnitude of ma

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A: calculateing moment of…

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

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A: The parameters for the rectangular cross section. b=6 inh=10 inINA=500 in4Q=75 in3 Determine the…

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Q: 6kN/m 6m 10kN hinge ВЕД C D 2m 2m ++ 4kN/m 6m 24kN-m D ERIZZA

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Q: 10. A 30m long horizontal beam carries a uniformly distributed load of 1 kN/ m on the whole length…

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Q: Find moment and maximum normal stress due to bending. (E=10^7 psi)

A: Moment = 3.47 lb inMax Stress = 83.3 ksiExplanation:

Q: 50 kN 5kN/m В C D A I 70 kN 3 m - 5 m 2m W200 × 19.3 Draw the shear-bending moment diagram of the…

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Q: N for Newton,  m for meter,  mm for millimeter,  N/(mm^2) for Stress,  mm^2 or m^2 for Area,  mm^4…

A: Since we only answer up to 3 sub-parts, we’ll answer the first 3. Please resubmit the question and…

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

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Q: Motiyo

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Q: 5. Determine the moment of inertia of the section in x10^6 mm^4

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A: Detailed solution is given below, still if you have any query please feel free to contact me.Thanks…

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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.