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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