

Shear strength is calculated according to ACI 318-08 Section 11.4.

An equilibrium check is performed at 40 points along the span. Ultimate strength design and load factors are based on ACI 318-99 or 318-08.Īll shear, moment, stress and deflection values are calculated at 40 equally spaced points along the member span.īeam Analysis for Shear and moment at 40th Points: The internal forces are determined by an approximate procedure. View some screen captures of the program in action LECPres Methodology: The trial version functions identically to the licensed version. Note that the trial period expires after 30 days and that the software has to be erased if a license is not purchased. Sign and fax or mail back the evaluation license agreement and we will send it to you.

LECPres - Precast/Prestressed Concrete Beam Design
