ONLY ONE DL & ONE LL.STD
Sir/Madam,
I am attaching a staad file. I had deleted all the loads, only using 1nos Dead load & 1nos Live load. Defined the same in Seismic definition.
Kindly refer memeber no 77 (corner column).
The axial load in this column due to (DL+LL, Load comb - 100) is coming as = 622kN
The axial load in this column only due due to EQX (static, Load case -1) is coming as = 614kN; i.e almost 100% that of DL+LL
This seems aberrant.
I have checked the model, loading repeatedly, but couldnot trace any error.
However, it is not understood, howcome axial load due to seismic load in X direction can be almost same value due to DL+LL.
It would be helpful if someone kindly explain this behaviour and if at all this can be possible.
Thanks & Regards
Arpan
94 34 17 18 19
akghoshbec05@gmail.com