10-03-2010, 10:28 AM

Hi guys

I have a problem with the value of Deflection limit in ETABS for Steel design.

As you see below there is a picture of perfrences tab and its is value.

In yellow mark all the value are as i need it for deflection limit.

But as you see below after analysis and design the limit for deflection control are same for all type of loads, even its equal L / 472 ( 25.4mm) !!

So where the problem is ? please someone help me!

Thanks

I have a problem with the value of Deflection limit in ETABS for Steel design.

As you see below there is a picture of perfrences tab and its is value.

In yellow mark all the value are as i need it for deflection limit.

But as you see below after analysis and design the limit for deflection control are same for all type of loads, even its equal L / 472 ( 25.4mm) !!

So where the problem is ? please someone help me!

Thanks

.