Kb factor calculated by RAM Elements significantly different when compared to example B.1 in ACI 551.2-15 Design Guide for Tilt Up Concrete Panels. RAM Elements calculates Kb = 1011.35 kip for LC = 1.2DL + 0.5SL +Wx. The ACI examples calculates Kb = 96.4 kip for the same load case. How does RAM Elements calculates Kb factor in tilt up module?
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