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Premium member Presentation Transcript FERIC Workshop onMechanized Fire FightingMarch 15, 2005: FERIC Workshop on Mechanized Fire Fighting March 15, 2005 Stability Assessment of Skidders Equipped with Water Tanks Prepared By: Marv Clark and Rob JokaiObjectives of FERIC’s stability assessment: Objectives of FERIC’s stability assessment measure weight transfer between the front and back axles as slope is increased use results to calculate the location of the center of gravity develop a simplified model for field assessment of machine stabilityPresentation Objectives: Presentation Objectives discuss the issue of skidder/tank stability illustrate how static machine stability was measured propose field assessment procedures suggest implementation processesFactors influencing the stability of skidders with water tanks: Factors influencing the stability of skidders with water tanks machine and tank size tank height, tank location, and tank attachment design Skidder Tested: Skidder Tested Timberjack 460 with 2200 litre tankTest Procedure: Test Procedure measure load transfer at lifting point and at rear axle measure tilt angle lift skidder to a maximum of 30 degrees for 3 tank conditions - empty, half full and full. Note: test procedure did not consider any dynamic influencesSpreader Bar with Load Cells: Spreader Bar with Load CellsInclinometer (magnet mount): Inclinometer (magnet mount)Lifting with 30 Ton Excavator: Lifting with 30 Ton ExcavatorSlide11: Test ResultsLoad transfer to Rear Axle: Load transfer to Rear AxleCenter of Gravity (C of G) Location (based on tests): Center of Gravity (C of G) Location (based on tests) *measured forward of rear axleCalculated Rollover Threshold(based on tests): Calculated Rollover Threshold (based on tests)Calculated Load Transfer to Rear Axle: Calculated Load Transfer to Rear Axle Test range Calculated Line relationships beyond 30˚ are based on extrapolation of C of G calculations Calculated Rollover Threshold : Calculated Rollover Threshold Test range Calculated 68 ˚ 65˚ 60˚Field Assessment - longitudinal stability: Field Assessment - longitudinal stability lift skidder to an angle of at least 10 degrees measure load transfer between axles plot point on graph or use a look-up table to determine stability reduce calculated stability by at least 50% to account for dynamic forces and error Caution: maximum slope criteria must not exceed applicable OH&S regulationsSample Graph: Sample Graph 60˚ 65˚ 68˚ Reduce threshold by at least 50% to account for dynamic forces and error.Sample Graph – field test scenario: Sample Graph – field test scenario 30˚ 32˚ 34˚ 15% of front axle weight is transferred to rear axle when lifted 10˚Sample Graph – field test scenario: Sample Graph – field test scenario 30˚ 32˚ 34˚ 15% of front axle weight is transferred to rear axle when lifted 10˚ Estimated working limit is between 30˚ & 32˚.Field Assessment – lateral stability: Field Assessment – lateral stability in some cases lateral stability may be the limiting factor measurements and procedure from longitudinal stability tests can be used plot point on graph or use a look-up table to determine stabilityOperational Implementation: Operational Implementation Assess machine stability prior to arrival on the fire line Issue a plasticized card for the machine identifying its working slope rating based on load transfer rates and a photo of the machine combination as tested Assign the machines with adequate working slope ratings to the steep areasConclusions: Conclusions The skidder/tank combination tested proved to be very stable in both longitudinal and lateral rollover (60 and 41 degrees respectively) Using the rate of load transfer as a function of slope is a practical procedure to calculate center of gravity location and roll over threshold A simplified procedure using rate of load transfer could be applied for field assessment of skidder/tank stability criteriaRecommendations: Recommendations Conduct more static testing with different water tank arrangements Develop a field assessment model based on the tests complete with look-up tables and/or graphs Field test model and procedure prior to implementation You do not have the permission to view this presentation. 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Tank Stability Assessment 2 Robsedits Marv Kiska Download Post to : URL : Related Presentations : Share Add to Flag Embed Email Send to Blogs and Networks Add to Channel Uploaded from authorPOINTLite Insert YouTube videos in PowerPont slides with aS Desktop Copy embed code: (To copy code, click on the text box) Embed: URL: Thumbnail: WordPress Embed Customize Embed The presentation is successfully added In Your Favorites. Views: 192 Category: Entertainment License: All Rights Reserved Like it (0) Dislike it (0) Added: November 12, 2007 This Presentation is Public Favorites: 0 Presentation Description No description available. Comments Posting comment... Premium member Presentation Transcript FERIC Workshop onMechanized Fire FightingMarch 15, 2005: FERIC Workshop on Mechanized Fire Fighting March 15, 2005 Stability Assessment of Skidders Equipped with Water Tanks Prepared By: Marv Clark and Rob JokaiObjectives of FERIC’s stability assessment: Objectives of FERIC’s stability assessment measure weight transfer between the front and back axles as slope is increased use results to calculate the location of the center of gravity develop a simplified model for field assessment of machine stabilityPresentation Objectives: Presentation Objectives discuss the issue of skidder/tank stability illustrate how static machine stability was measured propose field assessment procedures suggest implementation processesFactors influencing the stability of skidders with water tanks: Factors influencing the stability of skidders with water tanks machine and tank size tank height, tank location, and tank attachment design Skidder Tested: Skidder Tested Timberjack 460 with 2200 litre tankTest Procedure: Test Procedure measure load transfer at lifting point and at rear axle measure tilt angle lift skidder to a maximum of 30 degrees for 3 tank conditions - empty, half full and full. Note: test procedure did not consider any dynamic influencesSpreader Bar with Load Cells: Spreader Bar with Load CellsInclinometer (magnet mount): Inclinometer (magnet mount)Lifting with 30 Ton Excavator: Lifting with 30 Ton ExcavatorSlide11: Test ResultsLoad transfer to Rear Axle: Load transfer to Rear AxleCenter of Gravity (C of G) Location (based on tests): Center of Gravity (C of G) Location (based on tests) *measured forward of rear axleCalculated Rollover Threshold(based on tests): Calculated Rollover Threshold (based on tests)Calculated Load Transfer to Rear Axle: Calculated Load Transfer to Rear Axle Test range Calculated Line relationships beyond 30˚ are based on extrapolation of C of G calculations Calculated Rollover Threshold : Calculated Rollover Threshold Test range Calculated 68 ˚ 65˚ 60˚Field Assessment - longitudinal stability: Field Assessment - longitudinal stability lift skidder to an angle of at least 10 degrees measure load transfer between axles plot point on graph or use a look-up table to determine stability reduce calculated stability by at least 50% to account for dynamic forces and error Caution: maximum slope criteria must not exceed applicable OH&S regulationsSample Graph: Sample Graph 60˚ 65˚ 68˚ Reduce threshold by at least 50% to account for dynamic forces and error.Sample Graph – field test scenario: Sample Graph – field test scenario 30˚ 32˚ 34˚ 15% of front axle weight is transferred to rear axle when lifted 10˚Sample Graph – field test scenario: Sample Graph – field test scenario 30˚ 32˚ 34˚ 15% of front axle weight is transferred to rear axle when lifted 10˚ Estimated working limit is between 30˚ & 32˚.Field Assessment – lateral stability: Field Assessment – lateral stability in some cases lateral stability may be the limiting factor measurements and procedure from longitudinal stability tests can be used plot point on graph or use a look-up table to determine stabilityOperational Implementation: Operational Implementation Assess machine stability prior to arrival on the fire line Issue a plasticized card for the machine identifying its working slope rating based on load transfer rates and a photo of the machine combination as tested Assign the machines with adequate working slope ratings to the steep areasConclusions: Conclusions The skidder/tank combination tested proved to be very stable in both longitudinal and lateral rollover (60 and 41 degrees respectively) Using the rate of load transfer as a function of slope is a practical procedure to calculate center of gravity location and roll over threshold A simplified procedure using rate of load transfer could be applied for field assessment of skidder/tank stability criteriaRecommendations: Recommendations Conduct more static testing with different water tank arrangements Develop a field assessment model based on the tests complete with look-up tables and/or graphs Field test model and procedure prior to implementation