I have one doubt

suppose the "wind 2= -wind 1" (say in x and -x direction)
and all my supports are bi-directional

can i still have different stresses in load case 11 and 12

load case as coppied from above:


L1 WW+HP (HYD)
L2 W+P+T+D (OPE)
L3 W+P+T+D+Win1 (OPE)
L4 W+P+T+D+Win2 (OPE)
L5 W+P+T+D+Win3 (OPE)
L6 W+P+T+D+Win4 (OPE)
--------------------------
L7 W+P (SUS)
L8 T+D (EXP); just created to generate HOT SUS
L9 L2-L7 (EXP)*
L10 L2-L8 (HOT SUS)*
--------------------------
L11 L2-L3 (OCC)*
L12 L2-L4 (OCC)*
L13 L2-L5 (OCC)*
L14 L2-L6 (OCC)*
L15 L11+L12+L13+L14 (OCC)****
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