Joist Explore and Report

Slides:



Advertisements
Similar presentations
DSM Design Guide. Introduction Elastic Buckling Member elastic buckling –examples –overcoming difficulties Beam, Column, and Beam-Column Design Product.
Advertisements

Cris Moen, Virginia Tech Cheng Yu, University of North Texas
Help me out.
The.
First Grade Sight Words
an extension to Tutorial 1
Sections WORKSHEET 9a to answer just click on the button or image related to the answer.
Advanced Ideas and Examples Defining buckling modes Why define buckling modes? Understanding higher modes Utilizing higher modes Handling Indistinct modes.
Face Detection & Synthesis using 3D Models & OpenCV Learning Bit by Bit Don Miller ITP, Spring 2010.
CUFSM Advanced Functions
Shear Design of Beams CE Steel Design Class By, Amit H. Varma.
Shear Design of Beams CE Steel Design Class By: Amit H. Varma.
Tutorial 3 LGSI Zee in Bending: Z 12 x g, F y = 50ksi Objective To model a typical Zee purlin or girt in bending and determine the elastic critical.
Tutorial 2 SSMA Cee in Compression: 600S F y = 50ksi Objective To model a typical Cee stud in compression and determine the elastic critical local.
Tutorial 1: Cross-section stability of a W36x150 Learning how to use and interpret finite strip method results for cross-section stability of hot-rolled.
Compression Members.
Column Theory - Column Strength Curve
Beams.
Nominal think Nom or Name Nominal would be collecting animals based on there names. Here we are collecting Bears and Lions.
100 Most Common Words.
CUFSM Advanced Functions
Purlin DIY Problem #1 Find M y, M cr, M crd and M cre for 72” centerline dimensions h = in. b = in. d = in. r = in. t = in.
Advanced Ideas and Examples Defining buckling modes Why define buckling modes? Understanding higher modes Utilizing higher modes Handling Indistinct modes.
Honors Geometry Section 8.1 Ratio and Proportion.
Direct Strength Design for Cold-Formed Steel Members with Perforations Progress Report 2 C. Moen and B.W. Schafer AISI-COS Meeting August 2006.
High-Frequency Sight Words (end of Grade 1)
Geometry 7 December ) Place your book and binder on your desk. 2) Put papers from folder into in your binder. 3) CHECK your HOMEWORK. 4) WARM UP-
Wrap-up. summary carrot stick crystal ball Familiar with the terms Local (M cr ), distortional (M crd ) and global (M cre ) elastic buckling Able to.
SOURCE 2 AISI SPECIFICATION.
Leo Frigo Bridge Collapse Emergency Pier Analysis & Repair Image Courtesy of: Image Courtesy of: NBC 26 Presented by: John Zuleger.
Your name odd, … {18} Work work Work Your name odd, … {32} Work work Work Homework – Scoring and Grading Each HW Package contains 3 or.
Tutorial 3 LGSI Zee in Bending: Z 12 x g, F y = 50ksi Objective To model a typical Zee purlin or girt in bending and determine the elastic critical.
Design of Thin-Walled Members
Local buckling design without effective width new developments in the building industry TRB - A2C06 Committee Meeting January 2004 Ben Schafer, Ph.D. The.
Direct Strength Design for Cold-Formed Steel Members with Perforations Progress Report 1 C. Moen and B.W. Schafer AISI-COS Meeting February 21, 2006.
Beam Design Beams are designed to safely support the design loads.
Section Optimization Competition. Baseline model C-section –9 in. web, 3 in. flange, ½ in. lips t=0.068 in. –f y = 50 ksi –A = in 2 –M y = 151 kip-in.
Direct Strength Design for Cold-Formed Steel Members with Perforations Progress Report 1 C. Moen and B.W. Schafer AISI-COS Meeting February 21, 2006.
Spring Stagger your FIVE sheets of paper about ½ in. apart. 2.Fold so that all flaps are on one side and the tabs are equal in size. Make sure.
Building Blocks of Geometry Objective: Learn and apply the basic terms used throughout Geometry.
Before 10.7 Review of the Distributive Property.
Geometry Lessons Trapezoids Lesson.
Neil Berg, Evan Spangler, Sam Luzader
How Well Can You Measure?
Introduction to Structural Member Properties
Volume Peter Gibby.
Creating a Baseline Grid
Wrap-up.
CE Steel Design Class By, Amit H. Varma
Cut it Down to Clear it Up!
קורס פיננסי – מושגים פיננסיים / כלכליים
Joist Explore and Report
Wrap-up.
Review Objective The student will be able to:
Purlin Play and Report centerline dimensions h = in.
Let’s start at where we left out just now
Tutorial 2 SSMA Cee in Compression: 600S Fy = 50ksi Objective
Tutorial 2 SSMA Cee in Compression: 600S Fy = 50ksi Objective
Joist Explore and Report
Sight Words.
Star Life Cycle Accordion Book
Listening & Conversation
Introduction to Structural Member Properties
Created by Sonia Solomon 2007
Review Objective The student will be able to:
Created by Sonia Solomon 2007
My experiences and observations of forces and the laws of motion
Created by Sonia Solomon 2007
Forces and Matter 2016 EdExcel GCSE Physics Topic 15 W Richards
Presentation transcript:

Joist Explore and Report nominal dimensions 8x2x0.5 t=0.054 straight corner model

cont.

Team Exercises Group 1:Team Lip Examine the influence of changing the lip length or lip geometry on the elastic buckling (Mcr), and (if time) the DSM strength – share then report Group 2: Team Flange Examine the influence of changing the flange width or geometry on the elastic buckling (Mcr), and (if time) the DSM strength – share then report Group 3: Team Supports Examine the influence of adding springs or supports at different appropriate locations in the section on the elastic buckling (Mcr) and (if time) the DSM strength – share then report Group 4: Team Stiffener Examine the influence of adding folded stiffeners at different appropriate locations in the section on the elastic buckling (Mcr) and (if time) the DSM strength – share then report

Group 1: Team Lip Barry and Mike ½ in  1 in. lip – local stays the same, global stays the same distort. 0.85 to 1.26 – 50% up, changed half-wave Inward return lip about the same as 1 in. straight lip 2 in. long lip local changes a bit, global ~ same, dist up another good amount

Group 2: Team Flange Don and Gary From baseline case.... (2 in. flange) Flange down to 1 in., local up a small amount, distortional up a bit, global down b/c of reduced I Flange up to 3 in., big My increase, but local and dist. down a bit, global up... Mn goes up a bit 1 5/8 in. flange (down from 2) basically in between the 1 and 2 in. flange Ribs put in the flange.. not much benefit except in local buckling...

Group 4: Team Stiffener Woods, DavidM, DavidP Accordion corrugation in the web – accordion depth 0.5 in. big boost in local, medium increase in distortional, global down a small amount – 1 in. accordion web – local wrong way, distortional still getting better... 2 folds in the web really boosted local! distortional up a modest amount too Stiffener in the lip investigated, sigma style web looked at too, Intermediate stiffeners in the lip: no change in local, no real change in distortional, no change in global; Sigma style web: My down a few percent, but, local up to 2.1! distortional 1.21! global about the same – so went from 56 to 62 kip-in. nominal Mn Stiffeners in the flange.. this is not the place to make changes, you get little change here.

Group 3: Team Supports skipped