Find the deflection using PARTIAL DERIVATIVE method 8 KN -3 m D -3m B 4 kN C
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- answer this: determine the deflection at point D i knm3/EIDetermine the slope at point A and the deflection at point C of the beam shown by the conjugate-beam method. 180 KN -3 m- B 3 m- Hinge C I=2080 x 106 mm² D -3 m————5 m- E E = 200 GPa I= 1040x106 mm² 67.5 kl -3 m- FDetermine the deflection at midspan of the structure Group of answer choices (-5wL^4)/384EI (5wL^4)/384EI (wL^3)/24EI (-wL^3)/24EI
- Determine the maximum deflection of the beam Group of answer choices (-PL^3)/48EI (PL^3)/48EI (PL^2)/16EI (-PL^2)/16EIFind the deflection at midspan using a W14X22Before the load P was applied, a gap, ?0(2.75mm) existed between the cantilever beam AC andthe support at B. Knowing that E=200 GPa, determine the magnitude of P for which thedeflection at C is δ(5.5mm) and the reaction at B. (Hint: Use the method of superposition and beam deflections in Appendix A)
- DET. THE VALUE OF P THAT WILL CAUSE DEFLECTION OF THE 150X220 mm BEAM EQUAL TO 32mm (AT POINT C) WITH THIS VAIUE OF P , WHAT IS THE DEFLECTION AT POINT B USE E=656PaDetermine the maximum deflection of the simply asupported beam. E = 200 GPa and I = 39.9(10-6) m4.Which of the following gives the deflection at point C, rotation at point B and point A; E=200 Gpa, I=250x106mm4 (Use area - moment method)
- Determine the deflection {using E = 200 GPa and I = 63450000mm to the 4th throughout each beam} for the following [at the free end for cantilever beams and at the midspan for simple beams & overhanging beams]: Please provide a solution using the Moment Area Method. B) a 4-m simple beam with 2 kN/m rectangular load throught the span and a concentrated load of 20 kN acting at the midspanCompute the deflection at point B and the slope at point C of the beam loaded as shown. Use 200x103 MPa and I = 130x106 mm4.Determine the deflection at C of the beam given. If E=220 GPa and I=250×10⁶mm⁴. (Use Moment Area Method)