Analysis of a fixed beam

Hi there,

this is a very basic problem as i understand. could anyone help me out with this

i am using staad 2007.

problem: its a fixed beam with a 10kN-(DL) load vertical and 3kN-(ACCEL) load horz. as two load cases

i hv plotted the BM and as seen in the attachment 1.3DL+0.7ACCEL i get two ans in two windows :)

the input file is also given, if there is any mistake in that please point out the same

Thanks and Regards


Fixed Beam.doc