Ce 413 Lecture 30 Analysis

Overview of Exam Solution -

Axial Capacity - ACI Provisions.

Just do me a favor and keep the microphone muted until then just so that we don't have a bunch of feedback during the

I even have that in the slot using the basics of CD 312 so look first off this is in no way shape or form a repeat of structural

Examples [cont'd] - Hooks [cont'd]

Long-Term Effects * TITLE SLIDE HAS INCORRECT

Square Column

Sorry with rectangular tea beams is your B is the effective flange with B for the for the top flange for true tea beams the

Alright let's get started I will try and keep the

Look at the website a bit my goodness but yeah I mean you can use statics and structural

Nominal Capacity (Mn) - ACI requirements.

Okay so we have a beam simply supported we'll say it's

Transformed Section

Development Length -

Between 1/3 so if you compute a value that you know you need seven point six inches just use

Now for those of you that are in steel design I'm going tell you that we're gonna have a