Prestressed Concrete Design - 7 - Example 2 - Force-in-the-Tendon Approach for Service Stresses

[@ManhLe-br7rt]

Dear Mr David Garber,
I have a question: Why don't we consider elastic shortening loss for transformed section approach similar to gross section and net section approach.
I hope i can hear from you for this problem.
Your video series is really good. Tks a lot.

[@hazratmohammadahmadi1661]

Sir vary good
my idea for your vadio
If you write all stape end formola farst its vary good
Please