Modified Total End Shear for Concentrated Loads evaluator uses Modified Total End Shear = (10*Concentrated Load*(Span of Beam-Distance from Reaction to Concentrated Load)*((Distance from Reaction to Concentrated Load/Depth of Beam)^2))/(9*Span of Beam*(2+(Distance from Reaction to Concentrated Load/Depth of Beam)^2)) to evaluate the Modified Total End Shear, The Modified Total End Shear for Concentrated Loads formula is defined as it calculates the total shear force acting at the end for the concentrated loads (the loads which have a small contact area as compared to the total area of the supportive member). Modified Total End Shear is denoted by V1 symbol.
How to evaluate Modified Total End Shear for Concentrated Loads using this online evaluator? To use this online evaluator for Modified Total End Shear for Concentrated Loads, enter Concentrated Load (P), Span of Beam (lbeam), Distance from Reaction to Concentrated Load (x) & Depth of Beam (h) and hit the calculate button.