How to Calculate Deflection at Section given Moment at Section if One End of Column is Fixed and Other is Hinged?
Deflection at Section given Moment at Section if One End of Column is Fixed and Other is Hinged calculator uses Deflection at Section = (-Moment of Section+Horizontal Reaction*(Column Length-Distance b/w Fixed End and Deflection Point))/Column Crippling Load to calculate the Deflection at Section, The Deflection at section given Moment at section if one end of column is fixed and other is hinged formula is defined as the degree to which a structural element is displaced under a load (due to its deformation). It may refer to an angle or a distance. Deflection at Section is denoted by δ symbol.
How to calculate Deflection at Section given Moment at Section if One End of Column is Fixed and Other is Hinged using this online calculator? To use this online calculator for Deflection at Section given Moment at Section if One End of Column is Fixed and Other is Hinged, enter Moment of Section (Mt), Horizontal Reaction (H), Column Length (l), Distance b/w Fixed End and Deflection Point (x) & Column Crippling Load (P) and hit the calculate button. Here is how the Deflection at Section given Moment at Section if One End of Column is Fixed and Other is Hinged calculation can be explained with given input values -> 1.3E+6 = (-0.05+2000*(5-3))/3000.