Tek-Tips is the largest IT community on the Internet today!
Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!
-
Congratulations TugboatEng on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!
Recent content by Escobales
-
Lintel Beam Design
RON, Thanks for your message. You meant that I can calculate the deflection using the standard equations regardless that this section is unsymmetrical and that the load does not passes thru the shear center? Shouldn't I used the principal moments of intertia, Iu & Iv, to calculated this...- Escobales
- Post #3
- Forum: Structural engineering general discussion
-
Lintel Beam Design
Hello Fellow Engineers: I am interested in studying homogeneous non-symmetrical sections subjected to torsion. For example, built-up sections, (I-beams), having the bottom flange extended to carry brick. So far, I have studied the modified flexure analogy presented by Salmon & Johnson, 4th...- Escobales
- Thread
- Replies: 1
- Forum: Steel and Stainless engineering
-
Lintel Beam Design
Hello Fellow Engineers: I am interested in studying homogeneous non-symmetrical sections subjected to torsion. For example, built-up sections, (I-beams), having the bottom flange extended to carry brick. So far, I have studied the modified flexure analogy presented by Salmon & Johnson 4th...- Escobales
- Thread
- Replies: 2
- Forum: Structural engineering general discussion
