Lessons Learned In Structural Software: Implementing A .
Topics Moment Frames: Design and Detailingper AISC 341 and 358 By Matthew J. Mester, PE, SE Moment Frame Design PrinciplesR 3 Moment Frame SystemsR 3.5 Ordinary Moment Frame SystemsR 4.5 Intermediate Moment Frame SystemsR 8 Special Moment Frame SystemsConnection Design PrinciplesConnection Types in AISC 358SidePlate Systems, Inc.SE University, June, 20172www.LearnWithSEU.comLearning ObjectivesTopicsIdentify how drift can be controlled inmoment frames Differentiate between R 3, OMF, IMF,and SMF lateral systems Identify when to use AISC 358prequalified connections in momentframes Moment Frame Design PrinciplesR 3 Moment Frame SystemsR 3.5 Ordinary Moment Frame SystemsR 4.5 Intermediate Moment Frame SystemsR 8 Special Moment Frame SystemsConnection Design PrinciplesConnection Types in AISC 35834Lateral Analysis/Choosing your Code Lateral Analysis/Choosing your CodeWhat code is required in your jurisdiction? 5What code is required in your jurisdiction?6
Lateral Analysis/Choosing your Code Lateral AnalysisWhat code is required in your jurisdiction?ASCE 7-05, IBC 2006 or IBC 2009, AISC 360-05,AISC 341-05, AISC 358-05 What is important in Moment Frame Design?BeamsASCE 7-10, IBC 2012 or IBC 2015, AISC 360-10,AISC 341-10, AISC 358-10 including /ColumnConnectionFuture codes: ASCE 7-16, IBC 2018, AISC 360-16,AISC 341-16, AISC 358-16 including SupplementsDrift?, Strength?, Ductility?78Lateral Analysis Lateral Analysis for Wind LoadsTypically, DRIFT will govern the design of momentframes, not STRENGTH, but must check bothWhat governs drift in Moment Frames? Rotation of beamsRotation of columns Base conditionsDeformation of panel zones To limit drift, you can increase beams, columns, or panelzone thickness BUT you will have the most successwith increasing BEAM sizeDrift Limits for Wind ProvisionsWhat is required? Is it the Law?IBC 1604.3 Serviceability: “Structural Systems shallhave adequate stiffness to limit deflections andlateral drift.”ASCE 7-10 §1.3.2 Serviceability: “Structural systems,and members thereof, shall be designed to haveadequate stiffness to limit deflections, lateral drift,vibration, or any other deformations that adverselyaffect the intended use and performance of buildingsand other structures.”910Lateral Analysis for Wind Loads Lateral Analysis for Wind LoadsWhat is required? Is it the Law?ASCE 7-10 §C1.3.2 Commentary Appendix C –Serviceability Considerations (non-mandatory):“Serviceability limit states involve the perceptions andexpectations of the owner or user and are acontractual matter between the owner or user and thedesigner or builder. It is for these reasons, andbecause the benefits are often difficult to define orquantify, that serviceability limit states for the mostpart are not included within the model United StatesBuilding Codes.”11 How do you select drift limits?AISC Design Guide 3 – Serviceability DesignConsiderations for Steel Buildings by West & Fisher ǻ H/400, H/500, H/600 for frames with spandrelsupported cladding depending on type of exteriorsystem using a 10-year wind MRI 12
Lateral Analysis for Wind Loads Lateral Analysis for Wind LoadsHow do you select drift limits?“Serviceability Limit States Under Wind Loads” byLawrence G. Griffis, EJ AISC, v30, 1993 Q1 ǻ H/400 for steel frames (H story height and totalheight) H/400 corresponds to 1/4” in 8’ (the damagethreshold limit for gypsum wallboard), or 3/8” in 12’which corresponds to standard soft joint thicknessin brick veneer construction. Cd G xeI14The R Factor in Moment Frame DesignDrift Limits for Seismic Provisions (ASCE 7 Table 12.12-1) ASCE 7 Design Coefficients (ASCE 7 Table 12.2-1)Maximum drift based on ASCE 7 provisions1516Seismic Design PrinciplesResponse Spectrum of MRFs
Panel zone requirements of Section J10.6 of AISC 360 Continuity plate requirements of Sections J10.1-10.3 of AISC 360 PR Connections must be designed for minimum of: p50%*M of beam for flexural strength Shear strength similar to FR OMF connection 28 R 3.5 OMFs When would you use an OMF
LESSONS_LEARNED_REPORT BI Project Page 1 PROJECT LESSONS LEARNED REPORT Project Name: Business Intelligence (BI) Prepared by: Diane Kleinman Date: June 15, 2009 Project Close-Out Discussion A Lessons Learned meeting was held on 6/12/09. The summarized lessons learned survey results are attached to this document. Attendees: Janet Heller Vel Angamthu
As the centralized lessons learned capability for the Army, CALL synthesizes input from across the ALLP community and disseminates pertinent lessons learned information to units to help plan, prepare, and execute mission requirements. This collaboration allows TRADOC, as the lead for Army lessons learned, to provide
Apr 19, 1995 · Lessons Learned Major Lessons Learned Lessons Learned through Response/Recovery Operations Lessons Learned from Other Agencies Statistics Introduction, Summary of Fatalities and Injuries Exhibits Exhibit A - Murrah Building Floor Plan Image of Floors 1 and 2 (73Kb) Imag
TOPIC 12 Understand Fractions as Numbers 8 LESSONS 13 DAYS TOPIC 13 Fraction Equivalence and Comparison 8 LESSONS 12 DAYS TOPIC 14 Solve Time, Capacity, and Mass Problems 9 LESSONS 11 DAYS TOPIC 15 Attributes of Two-Dimensional Shapes* 5 LESSONS 9 DAYS TOPIC 16 Solve Perimeter Problems 6 LESSONS 8 DAYS Step Up Lessons 10 LESSONS 10 DAYS TOTAL .
Learned.” The USFA acknowledges the effort of the individuals responsible for producing those legacy works. The updated content from those two publications is coupled in this report with a stronger focus on learning from lessons learned. The lessons learned by first responders and emergency managers in the April 2011 tornado outbreak in
The purpose of a lessons learned activity following a cyber incident is to reflect, learn and improve. Lessons learned from the incident should be used to improve security measures and the incident handling process itself. This paper is an overarching lesson learned report for SEPA. To produce this paper, information has been
The Warrior King (Lessons 41—44) 64 Two Splendid Kingdoms (Lessons 45—50) 69 The Man of the Fish (Lessons 51—54) 76 A Miraculous Birth (Lessons 55—61) 81 The Man with the Two Horns (Lessons 62—64) 90 The Hidden Cave (Lessons 65—70) 95 . Le
Number of lessons (per week): 10 lessons (PT), 20 lessons (SI), 24 lessons (SIP), 30 lessons (INT) and 20 lessons 10 individual lessons (CC) Lesson duration: 50 minutes . Age: Minimum of 17 years old No maximum age requirement. Offered: Year-round . Courses Available: Part-time Course (PT) Semi-Intensive English Course (SI) Semi-Intensive Plus .
