Performance Based Design of a Steel Frame Hotel

Slides:



Advertisements
Similar presentations
Lecture 9 - Flexure June 20, 2003 CVEN 444.
Advertisements

FEA of structures with insulation damage in fire A. M
Lecture Goals Slab design reinforcement.
Fire Behaviour Elements of Structure and Fire Development.
Eurocode 1: Actions on structures – Part 1–2: General actions – Actions on structures exposed to fire Part of the One Stop Shop program Annex B (informative)
1 ISAT Module III: Building Energy Efficiency Topic 6:Stead-State Building Loads z Fabric Loss z Ventilation Loss z Environmental Temperature z Steady-State.
Each 1 cm square = 20 cm What scale is this plan drawn to? Select the correct answer from the options below. Scale Drawings 1 : : 1.
Outlines:-Outlines:- Environmental Design. Architectural Design Modifications. Structural Design Quantity compare Lighting and Mechanical Design.
Class Day Seventeen.
Enclosure Fire Dynamics
Heat Loss HVAC CNST 305 Environmental Systems 1 Dr. Berryman.
BEARING OR CRUSHING Bearing Stresses (Compression Perpendicular to the Grain) Allowable stresses for compression perpendicular to the grain are available.
Trevor Hedman Kendall Hill. Assumptions:  Outside wall is exposed to convection due to wind.  Convection is approximated by flow over a flat plate.
Conduction & Convection.
Doña Ana Community College Addition Group B: Eric Navarro Jose Nunez Miguel Torres Angel Morales Luis Elias.
CBE 150A – Transport Spring Semester 2014 Heat Transfer Introduction.
Thermal Building Design Wall Design and Heat Transfer Analysis.
Alejandro Medina Xiao Li Dr. George Hadjisophocleous Andrew Harmsworth Christian Dagenais 1 Tall Wood Building Project.
PERFORMANCE & CODE ANALYSIS TIMBer Inc. ·Brooke Fedder · Marie Rottschaeffer· Izzie Molinuevo· Tena Pettit·
Calculation of PFP Thickness
Design of steel structures under the aspect of fire protection measures TU BRAUNSCHWEIG iBMB Dr.-Ing. E. Richter Institute for Building Materials, Concrete.
STRUT & TIE MODELS (S-T-M)
Transient Thermal Analysis Workshop 6.2. Workshop Supplement Transient Thermal Analysis August 26, 2005 Inventory # WS6.2-2 Workshop Goals.
Building Codes Intended to protect the public by establishing minimum standards of building safety.
Eurocode 1: Actions on structures – Part 1–2: General actions – Actions on structures exposed to fire Part of the One Stop Shop program Annex F (informative)
Eurocode 1: Actions on structures – Part 1–2: General actions – Actions on structures exposed to fire Part of the One Stop Shop program Annex A (informative)
1 ISAT Module III: Building Energy Efficiency Topic 7: Transient Heating and Air Conditioning Loads  Thermal Admittance  Intermittent Heating 
Nicole C. Drabousky Pennsylvania State University Architectural Engineering Structural Option Spring 2006 Senior Thesis Presentation.
Demonstration of Vulcan Software. Content Demonstration Introduction to Vulcan GUI Project Description Creation of Model Analysis.
Affordable housing project
Radiators. BTU : British Thermal Unit BTU/h : British Thermal Units per hour.
Design Development Code analysis Partition types.
Equipment Design Designed by Eman A. Khajah. Outline Design of Heater. Design of Stripper.
Materials Reminders. Get out your agenda if you see your name below. You need to come to my room tomorrow. Period 2Period 7.
1 Thermal insulation of outside walls 1. Mostly widespread design for thermal insulation.
Unit 6: Building Technology in Construction Learning Outcome Understand the techniques used in the construction of superstructures for low-rise domestic.
 We have the perfect solution to rebuild and prevent damage from future Flood, Wind and Fire.  QBSI is an Australian based company supplying building.
TUTORIAL 1 7/3/2016.
MODUL KE LIMA TEKNIK MESIN FAKULTAS TEKNOLOGI INDUSTRI
Eng. Abdulhakeem Juhari
WDMA Technical Conference Chicago, IL 28 June 2016
Special-Purpose Outlets— Electric Heating, Air Conditioning
THERMAL LOADING OF BUILDINGS
M. Z. Bezas, Th. N. Nikolaidis, C. C. Baniotopoulos
TOPIC: BRICKS.
An Infrared Look at Waterside Plaza: Taken Evening of April 23, ˚F
By Kaung Htat Nyunt DUCT WORK INTRODUCTION
CE 808 : Structural Fire Engineering Ch 5. FIRE SEVERITY
Tips To Choose Best Fire Retardant Doors | Ideal
CE : Structural fire Engineering
A Comparison of the Fire Performance of Prestressed Concrete Double T-beams using Design Provisions and SAFIR By: Nickolas Hatinger.
The effect of varying fire scenarios on fire resistance ratings of reinforced concrete columns Khaled Sharawi CE 808.
CE 808: Structural Fire Engineering SAFIR - Computer Program
An Easy to Use Menu Type Approach for Determining the Fire Resistance of Wood Stud Area Separation Walls GORDON D. FELLOWS ____________________________________________.
New approach for evaluating Equivalent fire severity of Design fires
Temperature and Heat Loss
Fire Resistance of RC columns
Design of Reinforced Concrete
Numerical Analysis of the Impact of Thermal Inertia from the Furniture / Indoor Content and Phase Change Materials on the Building Energy Flexibility Hicham.
Eurocode 1: Actions on structures –
Lehigh Valley Heritage Center
Firestopping and Fireproofing in Head of Wall Assemblies
CONNECTION Prepared by : Shamilah
CE : Structural fire Engineering
Fire Resistance of Steel Structures
CE808: Structural Fire Engineering – Research Project
Gas temparature during sevents Cardington fire test in 2003
Building standards Mr. Da Silva.
Warm Up 5.2, Day 1 Find the total surface area of the figure.
Fire performance of structures
Presentation transcript:

Performance Based Design of a Steel Frame Hotel

Performance based design of a steel frame hotel 3 structural elements Beam Column Wall 3 compartments Guest room Conference room Kitchen Performance Based Pyramid

Assumptions: Geometric design of the hotel 3 Stories 20X20X12 ft bays Design of compartments Room dimensions and windows Calculating the loads placed on each of the structural elements

Dimensions of the rooms Finding total area Finding total area of opening (windows) Finding the ventilation factor Find the maximum temperature

Hotel Guest Room 3 windows 20ft by 20ft Fuel load is 495 Fv=.04

Conference Room 4 windows 20ft by 20ft Fuel load is 760 Assuming the conference rooms to be the same as ‘Office’ Fv=.08

Hotel Kitchen 6 windows 20ft by 40ft Fuel load is 740 The mean value Fv=.08

Used Program Called Safir, to analyze the thermal and structural Analyzing a beam and column Protected and non-protected Limiting criteria 550 Celsius Beam Using thermal analysis No fire protection With fire protection (insulation)

With fire protection (insulation) Columns Fire protection and non protection No fire protection Both beams and columns are over the limiting temperature criteria of 550 degree Celsius Minimum of 30 mm of insulation is need

Beams Structural analysis No insulation Beam fails in 25 mins Required to have 90 mins or 1.5 mins With insulation Beam fails in 174 mins or 2.9 hrs Well over required performance

Column With insulation Column does not fail at 4 hours Well over the 2 hour performance criteria. No insulation Fails at 27 mins Below the performance criteria of 2 hours.

Gypsum wallboard rating The performance criteria is to have a one hour fire rating. Type X 5/8 inch Wall One layer 5/8 inch Type X Two layers 5/8 inch Type X on the side most likely to be exposed to fire.

Conclusion Beams and Columns Need to have fire protection (insulation) More then 30 mm 5/8” Type X gypsum wallboard One side with one layer Other side with two layers Facing the side most likely to have a fire

Questions??