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Bridging Your Innovations to Realities 
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2. PSC Stresses 
Principal Stress  
Normal Stress (Summation) 
PSC stresses can be obtained at 10 locations:  
Components 
 Axial stress 
 Bending stress 
 Shear stress  
 principal stress  
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Bridging Your Innovations to Realities 
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3. Tendon Time Dependent Loss Table 
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Stress in the tendon after instantaneous loss.  
Post – Tensioned  Beams: 
Instantaneous loss includes :  
 Friction Loss 
 Anchorage Loss 
** Elastic Shortening loss is considered to have taken place 
already during prestressing  
Pre – Tensioned Beams : 
 Elastic Shortening Loss  only due to prestressing ( not due to 
self weight) 
midas Civil 
Results  
3. Tendon Time Dependent Loss Table 
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Anchorage Loss 
Where: p is the frictional resistance per unit length determined the friction loss between the 
anchorage and quarter length of the beam and dividing it by L/4 
Friction Loss: 
midas Civil 
Results  
3. Tendon Time Dependent Loss Table 
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Bridging Your Innovations to Realities 
midas Civil 
Other types of elastic shortening losses, which are caused by subsequent loadings  
(self weight, live loads, creep, shrinkage, etc.) after the prestressing force is applied, are 
included. 
Elastic Shortening due to prestressing of  other tendons is included:  
midas Civil 
Results  
3. Tendon Time Dependent Loss Table 
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Bridging Your Innovations to Realities 
Tendon Loss due to creep and Shrinkage 
midas Civil 
Results  
3. Tendon Time Dependent Loss Table 
Bridging Your Innovations to Realities 
Tendon Loss due to Relaxation of  Tendon 
midas Civil 
Results  
3. Tendon Time Dependent Loss Table 
Bridging Your Innovations to Realities 
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4. Tendon Elongation  
Tendon Elongation:  
Results -> Result Tables -> Tendon -> Tendon Elongation 
Tendon Elongation required in the field for obtaining a desired level of prestressing can be 
obtained from the program. 
The total elongation which the tendon has to achieve during stressing should be calculated as: 
Δl_tot = Δl_p + Δl_c + Δl_sl + Δl_e 
Δl_p: elongation of the tendon 
Δl_c: elastic deformation of the 
concrete (shortening must be treated 
as a positive value) 
Δl_sl: sum of anchor plates 
impressions and dead end wedge slip 
according anchorage type applied 
Δl_e: elongation of the prestressing 
steel in the jack and seating device (if 
applicable) 
Tendon elongation calculated by the program consists of Δl_p, Δl_c, and Δl_sl.The 
summation of Δl_p and Δl_sl is shown in the tendon elongation. And, Δl_c is separately 
shown in the element elongation 
Bridging Your Innovations to Realities 
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5. FCM Camber  
FCM Camber:  
In structural design, camber refers to a pre-fabricated / pre-designed shape which enables the 
members maintain a stress-free state in order for the member to reach a targeted shape at a 
specified time. 
Bridging Your Innovations to Realities 
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5. FCM Camber  
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