Two Hinged Parabolic Arch (Problem No 4) Uniformly Distributed Load in Left Half Span

Evaluate the horizontal thrust in a two hinged parabolic arch of span 18m and rise 6m carrying an UDL of 20 KN/m over the left half span, assuming secant variation of its sectional moment of area. Also Determine the position and value of maximum positive bending moment. Calculate the normal thrust and radial shear at the sectionDetermine the position and value of maximum negative bending moment Calculate the bending moment at the crown and Draw Bending Moment Diagram
If you want to know how to do integrations in the calculator please visit
• How to do Integration ...

[@SouvikCivil]

I really appreciate the way you teach.. It has helped me alot. Thanks sir.. You are the best teacher ever....

[@Amityadav-wj1im]

Amazing explanation ❤❤❤

[@mdsajedulislamsetu2557]

Thanks Sir❣❣❣❣

[@invisible4276]

👌