Why Creep and Shrinkage Effect is so small?

A “simplely supported” beam sustain dead load, prestressing and Creep and Shrinkage (CS).
The moment due to dead load and prestressing from Sofistik, Midas Civil and RM Bridge are almost the same. But the moment due to CS from Sofistik is much smaller.
Moment due to dead load
Sofistik


Midas Civil

RM Bridge

Moment due to prestressing
Sofistik


Midas Civil

RM Bridge

Moment due to Creep and Shrinkage
Sofistik


RM Bridge

Final Moment due to dead load, prestressing and Creep and Shrinkage
Sofistik


Midas Civil

RM Bridge

Teddy codes are attached.
0.dat (107 Bytes)
AQUA.dat (2.0 KB)
CSM.dat (924 Bytes)
SofimshC.dat (1.9 KB)
Tendon.dat (3.3 KB)

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