Hello.sir i m comparative study of elevated water tank resting on sloping ground & take slope varies from 0 to upto 30degree..I have dout in staad model.. actually I already model but my result not getting correct..means as per our study base shear will increase, increasing slope but my results got completly opposite.means base shear decreases with increasing slope in critical case also.I think somewhere I m wrong applying loading in staad.please tell me correct path of loading sequence of water tank resting on sloping ground.please solve my query.
Can you please attach the model you created with your observations?