STR04
Structural
- Jun 16, 2005
- 187
All,
Can I frame a beam (tw = 3/8") into a column (W8x31) at its web using a double clip (2)-L4x3x5/16 (Long Leg Back-to-Back) with the use of Figure 10-4, LRFD Third Edition or Figure 10-3, Thirteenth Edition? According to this figure k=6.125", tf=0.435, Kdet - tf = 0.69 thus Encr. = 1/4". This leaves me with k+2(Encr)=6.625". Any thoughts?
TIA
Can I frame a beam (tw = 3/8") into a column (W8x31) at its web using a double clip (2)-L4x3x5/16 (Long Leg Back-to-Back) with the use of Figure 10-4, LRFD Third Edition or Figure 10-3, Thirteenth Edition? According to this figure k=6.125", tf=0.435, Kdet - tf = 0.69 thus Encr. = 1/4". This leaves me with k+2(Encr)=6.625". Any thoughts?
TIA