Cymbal players are responsible for their cymbals’ appearance. Drum covers should remain on the drum during all rehearsals, unless otherwise instructed. Your drum, harness, and sticks need to be put away after every rehearsal. Only you have permission to play your drum. This includes taking it from the drum closet, carrying it, returning it to the closet, and packing it for performances. Percussion Respect your drum, your sticks, yourself and each other. Calendar of Rudiments and ScalesĪdditional TECHNIQUE & Instructional SHEETS are available on 1 26.Īqua Blanca Tempo-Rarity D & K Cadence Lovin’ Latin Run Down Roll-OffĢ7. Don’t Stop Believin’Ĭadences & On The Move 21. McDiddle Kombat McTriple Kombat 16/32nd Note Concentration Higga Digga Burr Triple Diddle Chromatic Expansionġ3. Counting Sheet 2/2 & 6/8Įights Legato 9 Countdown Rocket Check Patterns The Mustang Drumline BOok Table Of ContentsĢ. NAME: _ Governor Mifflin School District © 2013 T. The Mustang Drumline BOok Warm-Ups, Exercises, Grooves, and More Mifflin Students who want to play Percussion. LOADING, SHEAR FORCES & BENDING MOMENTSUnfactored self weight and crane rail UDLProject J ob Ref.Section Sheet no./rev.To the Members of the GMMS Percussion Section, The GMHS “Mustang Drumline,” The “GMid” Indoor Drumline, and all Gov. Of rails resisting crane surge force Nr =1Self weight of crane rail wr =0.5 kN/mHeight of crane rail hr =45 mmGantry girder detailsSpan of gantry girder L =6000 mmGantry girder section type Composite with top channelGantry girder I beam IPE 360Top channel UPN 220Grade of steel S 275Leg length of channel to beam flange fillet weld s =6 mm2. Of wheels per end carriage Nw =2End carriage wheel centres aw1 =2000 mmClass of crane Q3No. Crab) Wcrane =20.0 kNSelf weight of crab Wcrab =25.0 kNCrane safe working load (SWL) Wswl =150.0 kNSpan of crane bridge Lc =6000 mmMinimum hook approach ah =2000 mmNo. CRANE & GIRDER DETAILSCrane detailsSelf weight of crane bridge (excl. ByMDateChk'd by Date App'd by DateCRANE GANTRY GIRDER DESIGN (BS5950-1:2000)TEDDS calculation version 1.0.02Crane BridgeSpan of crane bridge, LSafe Working Load, WCrab weight, WMinimumhook approach, aCrane bridge weight, WswlcrabcranehcBogie centres, aw1=Wheel centres, aw1Bogie wheel centres, aw2Gantry GirderElevation on Crane Bridge2 Wheel End Carriage 4 Wheel End CarriageCrabaw1- aw21.
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