How to Calculate Maximum Unbraced Length for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges?
Maximum Unbraced Length for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges calculator uses Maximum Unbraced Length = (20000*Flange Area)/(Yield Strength of Steel*Depth of Section) to calculate the Maximum Unbraced Length, The Maximum Unbraced Length for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges formula is defined as is the clear distance between the supports of the flexural bridge section. Maximum Unbraced Length is denoted by Lb symbol.
How to calculate Maximum Unbraced Length for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges using this online calculator? To use this online calculator for Maximum Unbraced Length for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges, enter Flange Area (Af), Yield Strength of Steel (fy) & Depth of Section (d) and hit the calculate button. Here is how the Maximum Unbraced Length for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges calculation can be explained with given input values -> 1E+6 = (20000*0.004375)/(250000000*0.35).