jreit
Structural
- May 2, 2014
- 95
Hello everyone.
I had a question about Table 3-10 of the AISC Steel Manual 14th edition.
I wanted to know what the dashed lines being cut off beyond a certain Lb represented.
For example, on 3-134, a W12x19 member does not extend beyond a Lb of ~10.25'.
Does this mean if I use a W12x19 with a Lb of 12', it will not behave according to the equations in Section F2 and it will not have a flexural capacity of 22 kip-ft (with Cb = 1.0)?
Thank you.
I had a question about Table 3-10 of the AISC Steel Manual 14th edition.
I wanted to know what the dashed lines being cut off beyond a certain Lb represented.
For example, on 3-134, a W12x19 member does not extend beyond a Lb of ~10.25'.
Does this mean if I use a W12x19 with a Lb of 12', it will not behave according to the equations in Section F2 and it will not have a flexural capacity of 22 kip-ft (with Cb = 1.0)?
Thank you.