Hi,
Need some review on my understanding for a query "Application of Temp Load in STAAD Pro",
From my observation in this community's discussion for apply of temp load, the three values will be require for input cell in staad.
Here are Input details of temp load,
1. Stress free temperture - 28 °c
2. Max temp - + 30 °c
3. Min temp - -30 °c
DESIGN TEMPERATURE LOAD FOR + 30 °c:
Where A - Stress free temperature that the beam was at when it was constructed or installed.D
B - Temperature of top fiber of section -30 °c
C - Temperature of bottom fiber of section - 28 °c
f1 - [(30+28)/2]-28
f1 - 1 °c
f2 - B-C
- 30 – 28
f2 - 2 °c
DESIGN TEMPERATURE LOAD FOR - 30 °c:
f1 - -29 °c
f2 - -30 - 28
f2 - -58 °c
SUMMARY REPORT FOR TEMP LOAD:
Kindly share your thoughts & Thanks.
Please have a look at this thread:https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/115660/temperature-load-in-staad-thermal-load-of-steel/354936#354936
There is a mention from Kris on controlling temperature load subjected beam stresses.
Thanks for your reply.
Based on that thread and many more regarding this topic, I have calculate temp load. I just need to conform this is how to do!