Hi
Am designing a shelter , if i apply temperature load in axial elongation
i get abnormal values in reaction summary of bolts, please help me out how to settle this, is this the correct format
i doubt where to apply the temperature load ?
BELOW IS THE REACTION SUMMARY WHERE I GET ABNORMAL VALUES FOR BOLT DESIGN
HERE I ATTACH THE MODEL FOR REFFERNCEfor net.std
The temperature load seems to be applied correctly and I do not see any modeling issues.
HI
Thanks in advance ...
If so what value shall i take for applying this temperature load......did i have taken the right value for design?
Also suggest me....how to take the temperature load?