HW6.5. Simply Supported Beam with a Linearly Distributed LoadFor the simply supported steel beam shown, determine the mid-span deflection and slope at both ends ifthe beam is fabricated from a W406 x 149 wide-flange section.Given:L = 6 mL₂ = 4.5 mF = 90 kNq = 62 kN/mB₁ =B₂ =B3 =C₁ =C₂ =· L₂number (rtol=0.01, atol=1e-05)number (rtol=1e-05, atol=0.001)number (rtol=0.01, atol=1e-05)number (rtol=0.01, atol=1e-05)number (rtol=0.01, atol=1e-05)Write an elastic curve equation valid for the entire beam in the following form:y(x) = ₁x³ + B₂ • 25+ B3 < x-4.5>³ + C₁* + C₂]Place the coordinate system origin (x = 0) at the left end of the beam. Give values for the missing terms, inthe units listed.Ymid =Yleft-endFright-endLDetermine the mid-span deflection and the slope at both ends.number (rtol=0.01, atol=1e-05)number (rtol=0.01, atol=1e-05)number (rtol=0.01, atol=1e-05)FkNkN/m²kNkN. m²kN.m³mmq

For the simply supported steel beam shown, determine the mid-span deflection and slope at both ends if the beam is fabricated from a W406 x 149 wide-flange section. Given: • L = 6 m L₂ = 4.5 m • F = 90 kN q = 62 kN/m B₁ = B₂ = B3 = C₁ C₂ S L₂ Write an elastic curve equation valid for the entire beam in the following form: y(x) = ₁x³ + B₂ 25+ B3 < x-4.5>³ + C₁ + C₂] Place the coordinate system origin (x = 0) at the left end of the beam. Give values for the missing terms, in the units listed. number (rtol=0.01, atol=1e-05) number (rtol=1e-05, atol=0.001) number (rtol=0.01, atol=1e-05) number (rtol=0.01, atol=1e-05) number (rtol=0.01, atol=1e-05) Ymid= Yleft-end" Fright-end L Determine the mid-span deflection and the slope at both ends. number (rtol=0.01, atol=1e-05) number (rtol=0.01, atol=1e-05) number (rtol=0.01, atol=1e-05) F kN kN/m² kN kN. m² kN.m³ mm q

For the simply supported steel beam shown, determine the mid-span deflection and slope at both ends if the beam is fabricated from a W406 x 149 wide-flange section. Given: • L = 6 m L₂ = 4.5 m • F = 90 kN q = 62 kN/m B₁ = B₂ = B3 = C₁ C₂ S L₂ Write an elastic curve equation valid for the entire beam in the following form: y(x) = ₁x³ + B₂ 25+ B3 < x-4.5>³ + C₁ + C₂] Place the coordinate system origin (x = 0) at the left end of the beam. Give values for the missing terms, in the units listed. number (rtol=0.01, atol=1e-05) number (rtol=1e-05, atol=0.001) number (rtol=0.01, atol=1e-05) number (rtol=0.01, atol=1e-05) number (rtol=0.01, atol=1e-05) Ymid= Yleft-end" Fright-end L Determine the mid-span deflection and the slope at both ends. number (rtol=0.01, atol=1e-05) number (rtol=0.01, atol=1e-05) number (rtol=0.01, atol=1e-05) F kN kN/m² kN kN. m² kN.m³ mm q

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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