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v5.2.1 -
Updated issue where lateral reactions were zero
Added in shear keys for hollow core slabs
Fixed issue where combined shear and torsion could pick the wrong load combination to display as the worst was when an interaction combination (not maximum shear nor torsion) controlled
v5.2.0 -
Added effective deflection multiplier to the deflection output tables
The first column of the deflection table now shows the deflection multiplier for all load cases. These will be updated to account for anything that could change them (like mild reinforcement).
Fixed issue for deflection where sustained live load was not using creep multipliers
Editorial changes to the report
Fixed issue with ‘cb’ computation where development lengths would be larger than expected if cover controlled
Updated 1.2Mcr check for biaxially members to use biaxial flexure capacity instead of only strong axis
Fixed multiple printing issues
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