Media Summary: Okay so here's the problem oh go away here's the problem the first thing I'm going to do is some structural Okay let's get started um so I'm gonna forgo the announcements slide uh since we're pre-recording this Okay I got a pretty explicit example looking at sister B this is a structural
Ce 414 Lecture 38 Analysis - Detailed Analysis & Overview
Okay so here's the problem oh go away here's the problem the first thing I'm going to do is some structural Okay let's get started um so I'm gonna forgo the announcements slide uh since we're pre-recording this Okay I got a pretty explicit example looking at sister B this is a structural All right everybody Um we have two weeks left Um and uh I will uh candidly admit that after 6.25 18.1 now this is zone what two because lb is 10 feet all right so in order to do a zone two Let's get started with ce414 and our last topic
I need the beam length to do the structural ... of this before it's just a new problem so basically this is just our second tension member Now if you remember case two do you remember my
![*CE 414 Lecture 38a: Design of Discretely-Braced Beams [cont'd] (2021.04.19)](https://i.ytimg.com/vi/TS59AG1IDOw/mqdefault.jpg)
