© 2003 Andrew Chang10/23/031 What Happens in a Fall? lFalling climber builds up momentum (force x time) lWhen climber is ‘stopped’ (either by rope/anchor.

Slides:



Advertisements
Similar presentations
Numbers Treasure Hunt Following each question, click on the answer. If correct, the next page will load with a graphic first – these can be used to check.
Advertisements

You have been given a mission and a code. Use the code to complete the mission and you will save the world from obliteration…
AP STUDY SESSION 2.
1
& dding ubtracting ractions.
Copyright © 2003 Pearson Education, Inc. Slide 1 Computer Systems Organization & Architecture Chapters 8-12 John D. Carpinelli.
Chapter 1 The Study of Body Function Image PowerPoint
Copyright © 2011, Elsevier Inc. All rights reserved. Chapter 6 Author: Julia Richards and R. Scott Hawley.
Author: Julia Richards and R. Scott Hawley
1 Copyright © 2013 Elsevier Inc. All rights reserved. Appendix 01.
Properties Use, share, or modify this drill on mathematic properties. There is too much material for a single class, so you’ll have to select for your.
Multiplication X 1 1 x 1 = 1 2 x 1 = 2 3 x 1 = 3 4 x 1 = 4 5 x 1 = 5 6 x 1 = 6 7 x 1 = 7 8 x 1 = 8 9 x 1 = 9 10 x 1 = x 1 = x 1 = 12 X 2 1.
Division ÷ 1 1 ÷ 1 = 1 2 ÷ 1 = 2 3 ÷ 1 = 3 4 ÷ 1 = 4 5 ÷ 1 = 5 6 ÷ 1 = 6 7 ÷ 1 = 7 8 ÷ 1 = 8 9 ÷ 1 = 9 10 ÷ 1 = ÷ 1 = ÷ 1 = 12 ÷ 2 2 ÷ 2 =
Objectives: Generate and describe sequences. Vocabulary:
David Burdett May 11, 2004 Package Binding for WS CDL.
1 RA I Sub-Regional Training Seminar on CLIMAT&CLIMAT TEMP Reporting Casablanca, Morocco, 20 – 22 December 2005 Status of observing programmes in RA I.
Jeopardy Q 1 Q 6 Q 11 Q 16 Q 21 Q 2 Q 7 Q 12 Q 17 Q 22 Q 3 Q 8 Q 13
Jeopardy Q 1 Q 6 Q 11 Q 16 Q 21 Q 2 Q 7 Q 12 Q 17 Q 22 Q 3 Q 8 Q 13
Custom Services and Training Provider Details Chapter 4.
CALENDAR.
1 10 pt 15 pt 20 pt 25 pt 5 pt 10 pt 15 pt 20 pt 25 pt 5 pt 10 pt 15 pt 20 pt 25 pt 5 pt 10 pt 15 pt 20 pt 25 pt 5 pt 10 pt 15 pt 20 pt 25 pt 5 pt BlendsDigraphsShort.
1 1  1 =.
2 pt 3 pt 4 pt 5 pt 1 pt 2 pt 3 pt 4 pt 5 pt 1 pt 2 pt 3 pt 4 pt 5 pt 1 pt 2 pt 3 pt 4 pt 5 pt 1 pt 2 pt 3 pt 4 pt 5 pt 1 pt ShapesPatterns Counting Number.
FACTORING ax2 + bx + c Think “unfoil” Work down, Show all steps.
Year 6 mental test 10 second questions
Around the World AdditionSubtraction MultiplicationDivision AdditionSubtraction MultiplicationDivision.
1 Click here to End Presentation Software: Installation and Updates Internet Download CD release NACIS Updates.
REVIEW: Arthropod ID. 1. Name the subphylum. 2. Name the subphylum. 3. Name the order.
Break Time Remaining 10:00.
Table 12.1: Cash Flows to a Cash and Carry Trading Strategy.
PP Test Review Sections 6-1 to 6-6
EU market situation for eggs and poultry Management Committee 20 October 2011.
Bellwork Do the following problem on a ½ sheet of paper and turn in.
Exarte Bezoek aan de Mediacampus Bachelor in de grafische en digitale media April 2014.
VOORBLAD.
Copyright © 2012, Elsevier Inc. All rights Reserved. 1 Chapter 7 Modeling Structure with Blocks.
1 RA III - Regional Training Seminar on CLIMAT&CLIMAT TEMP Reporting Buenos Aires, Argentina, 25 – 27 October 2006 Status of observing programmes in RA.
Factor P 16 8(8-5ab) 4(d² + 4) 3rs(2r – s) 15cd(1 + 2cd) 8(4a² + 3b²)
Basel-ICU-Journal Challenge18/20/ Basel-ICU-Journal Challenge8/20/2014.
1..
© 2012 National Heart Foundation of Australia. Slide 2.
Adding Up In Chunks.
MaK_Full ahead loaded 1 Alarm Page Directory (F11)
Understanding Generalist Practice, 5e, Kirst-Ashman/Hull
1 10 pt 15 pt 20 pt 25 pt 5 pt 10 pt 15 pt 20 pt 25 pt 5 pt 10 pt 15 pt 20 pt 25 pt 5 pt 10 pt 15 pt 20 pt 25 pt 5 pt 10 pt 15 pt 20 pt 25 pt 5 pt Synthetic.
Before Between After.
25 seconds left…...
Subtraction: Adding UP
: 3 00.
5 minutes.
1 hi at no doifpi me be go we of at be do go hi if me no of pi we Inorder Traversal Inorder traversal. n Visit the left subtree. n Visit the node. n Visit.
Analyzing Genes and Genomes
We will resume in: 25 Minutes.
©Brooks/Cole, 2001 Chapter 12 Derived Types-- Enumerated, Structure and Union.
Essential Cell Biology
Converting a Fraction to %
Clock will move after 1 minute
Intracellular Compartments and Transport
PSSA Preparation.
& dding ubtracting ractions.
Essential Cell Biology
Immunobiology: The Immune System in Health & Disease Sixth Edition
Physics for Scientists & Engineers, 3rd Edition
1 Chapter 13 Nuclear Magnetic Resonance Spectroscopy.
Energy Generation in Mitochondria and Chlorplasts
Select a time to count down from the clock above
Murach’s OS/390 and z/OS JCLChapter 16, Slide 1 © 2002, Mike Murach & Associates, Inc.
Presentation transcript:

© 2003 Andrew Chang10/23/031 What Happens in a Fall? lFalling climber builds up momentum (force x time) lWhen climber is ‘stopped’ (either by rope/anchor system or by hard deck) the resulting forces needs to be absorbed lClimbing rope (dynamic) acts like a SPRING and ideally absorbs most of this force (the maximum amount NOT absorbed by the rope is the rope’s IMPACT FORCE rating) l“Fall-factor” (larger numbers are worse) indicates SEVERITY of fall and is related to the ability of the rope to act as a good spring and absorb fall force (less rope equals less good spring) lThe remaining force (impact force) is absorbed by the ANCHOR and THE CLIMBER lActually, the anchor needs absorbs 1.7x to 2x of the impact force WITHOUT BREAKING (extra.7x to 1x due to the belayer force counter balancing the climber and stopping the fall)

© 2003 Andrew Chang10/23/032 FALL FACTOR = Height of fall Total Length of rope out (ie. amount rope acting spring) Fall Factor 80’ 80’ Rope Slack in System Fall 5’ 80’ Fall Factor == KEY: Climber Anchor Rope

© 2003 Andrew Chang10/23/033 approx force on anchor: 3-4KN 5’ 80’ factor rope out: fall : 20’ 40’ factor 0.5 approx force on anchor: 8-10KN rope out: fall : 20’ factor 1 approx force on anchor: 12-15KN rope out: fall : 10’ 20’ factor 2 approx force on anchor: 16-20KN rope out: fall : KEY: Climber Anchor Rope Pro Fall Factor: Examples LEAD FALLS SLINGSHOT TOP ROPE FALLS

© 2003 Andrew Chang10/23/034 Anchor Forces l Anchor (naturals, gear, runners, webbing, ‘biners etc… ) needs to absorb 1.7x to 2x of the impact force l Ideally, anchor should be built to withstand 30KN of force (approx 1.5x worst case lead fall) KEY: Climber Anchor Rope Zero Motion (stopped): Belayer force EQUALS Climber force Anchor subjected to BOTH forces Force from climber Force from belayer Force on anchor is SUM of both

© 2003 Andrew Chang10/23/035 lDoubling fall factor results in approximately 1.4x increase in impact force lRopes are rated for impact force from a 80kG climber and factor-of-1.77 fall lRunners and anchor need to absorb 1.7x-2x impact force of fall lLead falls generate significantly more impact force than slingshot top rope falls More info: Anchor Forces: Details

© 2003 Andrew Chang10/23/036 Forces (approx) l1KN = 220lb (ie. 1 person static) approx 1G l10KN = 2200lbs (max from rope) approx 10G’s l12KN = 2640lbs (ie. Injury/Death) approx 12G’s l15KN = 3300lbs l25KN = 5500lbs

© 2003 Andrew Chang10/23/037 l1m = 3 feet = 4m/s = 10mph l3m = 10 feet = 8m/s = 17mph l6m = 20 feet = 11m/s = 24mph l10m = 33 feet = 14m/s = 31mph l20m = 66 feet = 20m/s = 44mph Speeds from falls (approx)

© 2003 Andrew Chang10/23/038 l1m = 980J = 4m/s = 10mph l3m = 2940J = 8m/s = 17mph l6m = 5880J = 11m/s = 24mph l10m = 9800J = 14m/s = 31mph l20m = 19600J = 20m/s = 44mph Energy from falls (approx) mgh & ½ mv 2

© 2003 Andrew Chang10/23/039 l2” Webbing 30kN ($0.55/ft) l1” Webbing 18kN ($0.30/ft) l9/16” Webbing 7-11kN ($0.22/ft) l5mm Spectra 20kN ($1.05/ft) l4mm cord 3kN ($0.20/ft) l5mm cord 5kN ($0.25/ft) l6mm cord 8kN ($0.35/ft) l7mm cord 11kN ($0.40/ft) l8mm cord 11kN ($0.50/ft) lNylon runner 22kN ($2.0/ft – 0.75’, 2’, 4’ ) lSpectra runner 27kN ($3.5/ft – 0.5’, 2’, 3’, 4’ ) lDynamic Rope (impact force) 7kN-10kN ($0.60/ft (approx): 165’, 200’, 230’) Strength of Webbing Gear Strength Cost

© 2003 Andrew Chang10/23/0310 l‘biner 18-25kN / 6-9kN (gate open) l#1 Nut 4.3/ 9.1mm 2kN l#5 Nut 8.4/13.5mm 6kN l#6 Nut 10.2/15.5mm 10kN l#1 Hex 10.7/15.5mm 6kN l#3 Hex 13.9/20.1mm 10kN l0.5 Tricam 16/28mm 10kN l2 Tricam 28.5/41mm 15kN l2.5 Tricam 32/47.5mm 18kN l0.1 BD Cam mm 7kN l0.2 BD Cam mm 8kN l0.3 BD Cam mm 10kN l0.75 BD Cam mm 16kN Strength of Gear Gear Useful Dimensions Strength