Consideration of locked in stresses Construction stage analysis would also incorporate the time dependent effects of creep, shrinkage as well as compressive strength. Go to Analysis>‘Construction Stage Analysis Control’ 2. But how to view the results of certain load cases separately within the Construction stages? Add these load cases under ‘Load Cases to be distinguished from Dead Load for C.S output’ box in the Construction Stage Analysis Control dialogue box as shown below. On the contrary, in Post CS stage, the static load cases (say, ST: Dead Load) would represent a user defined static load case, which might just include the self weight and hence the difference. would be displayed under CS: Dead Load case of last Construction Stage and not just the self weight. Which implies, then results due to all these static loads, self weight of structure, crash barrier load, wearing course load, etc. ) when activated in construction stage are by default clubbed under, CS: Dead Load. Loads considered in Construction Stage and Post CS are different All the static loads (like element, line, nodal, etc. Loads considered in Construction Stage and Post CS are different 2.
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