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Bridging Your Innovations to Realities 
midas Civil 
Modeling Features  
10. Loading  
CS 8 : Activating the  wet concrete and  
scaffolding weight on day 7 
CS 9 : Activating the Element 
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Bridging Your Innovations to Realities 
10. Loading  
midas Civil 
Modeling Features  
Form Traveler Load: Form traveler load can be defined as the nodal loads. 
Temperature Loads: Can be defined as system temperature or the beam section temperature. 
Beam Section Temperature can be defined in  
Loads -> Temperature Loads -> Beam Section Temperature 
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Bridging Your Innovations to Realities 
10. Loading  
midas Civil 
Modeling Features  
Time Load:  
In midas Civil you can apply the time load to a structure to impose time load to specific members  
to reflect the time dependent material properties relative to the contiguous members.  
Construction Schedule of Pier 1 : T = 0 days to T= 180 days. 
Construction Schedule of Pier 2 : T = 60 days to T = 240 days. 
Pier 2  
Pier 1  
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Bridging Your Innovations to Realities 
10. Loading  
midas Civil 
Modeling Features  
USE: Midas Civil automatically generates the combination of settlements. 
TYPE: The specified displacements can be provided. 
Dz = 5mm 
Dz = 8mm 
Dz = 10 mm 
Dz = 10 mm 
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Bridging Your Innovations to Realities 
midas Civil 
Modeling Features  
10. Loading  
CS 9 : Deactivating the load 
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Bridging Your Innovations to Realities 
midas Civil 
Analysis Control  
1. Tendon Tension Loss Effect 
Check on to reflect the effect of  
prestressing tension loss of tendons  
due to creep and shrinkage. 
Bridging Your Innovations to Realities 
midas Civil 
Analysis Control  
2. Rebar Confinement Effect 
Check on to reflect the effect  
of rebar confinement for creep  
and shrinkage. 
Bridging Your Innovations to Realities 
midas Civil 
Analysis Control 
3. Stress Decrease at Lead Length Zone 
Select a method of computing stresses over a transfer length in a post-tension model.  
This feature is applicable only when a Transfer Length is entered in the Tendon Profile dialog. 
If Composite section for Construction Stages is used this function cannot be applied. 
Bridging Your Innovations to Realities 
midas Civil 
Analysis Control 
4. Change of Beam Section Properties with Tendons 
Select whether to consider the presence of tendons for calculating section properties.   
Bridging Your Innovations to Realities 
midas Civil 
Results  
1. Secondary effects of Prestressing, Creep & Shrinkage 
Tendon Primary represents member forces caused by tendon prestress forces.  
Tendon Secondary represents member forces resulting from tendon prestress forces acting in an  
indeterminate structure  
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