(re-titled & posted)
Can anyone help me to model a skew bridge deck ( skew=30 deg.) and span 25m & width= 18m using SAP 2000 with FE.
I thought grid lines can be drawn at 25 deg. to vertical( say y-axis) but I could not do it.
Your help will be much appreciated
Can anyone help me to model a skew bridge deck ( skew=30 deg.) and span 25m & width= 18m using SAP 2000 with FE.
I thought grid lines can be drawn at 25 deg. to vertical( say y-axis) but I could not do it.
Your help will be much appreciated
Can anyone help me to convert loading from a brickwall ( say 9") running over almost the entire length of a two way slab 20 ft X 15 ft, to an equivalent udl?
The formulas found in BS Code and Australian Code are for one way slabs only.