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AB Catalog Originalcompressed 100%

Its wider dispersion of stress has been corroborated by the FEM (finite element method) The wider dispersion of stress makes it possible to increase the design deflection from 45% to 52.5%, resulting in superior performance of the super spool fender, as well as being durable.

https://www.pdf-archive.com/2017/02/27/ab-catalog-originalcompressed/

27/02/2017 www.pdf-archive.com

Luay S Alansari 97%

There are three important parameters affected on the static deflection and natural frequency of the stepped beam.

https://www.pdf-archive.com/2014/01/28/luay-s-alansari/

28/01/2014 www.pdf-archive.com

Asteroid impact avoidance 93%

Contents 1 Deflection efforts 1.1 History of government mandates 1.2 Ongoing projects 1.2.1 Sentinel Mission 1.3 1.4 1.5 Prospective projects Detection from space Deep Impact 2 Impact probability calculation pattern 3 Collision avoidance strategies 3.1 Nuclear explosive device 3.1.1 Stand-off approach 3.1.2 Surface and subsurface use 3.1.3 Comet deflection possibility 3.1.4 Present capability 3.1.5 Law 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 Kinetic impact Asteroid gravity tractor Ion beam shepherd Use of focused solar energy Mass driver Conventional rocket engine Asteroid Laser Ablation Other proposals 4 Deflection technology concerns 5 Planetary defense timeline Artist's impression of a major impact event.

https://www.pdf-archive.com/2017/11/20/asteroid-impact-avoidance/

20/11/2017 www.pdf-archive.com

Wallyball Rules 85%

Intramural Wallyball INTRODUCTION:

https://www.pdf-archive.com/2015/02/06/wallyball-rules/

06/02/2015 www.pdf-archive.com

Gunslinger 72%

INITIATIVE Feats INITIATIVE BONUS ATTACKS Training INIT = DEX + Misc + + Range SPEED SPEED ft Speed with Armour Temp Speed ft ft sq Swim Speed ft sq Fly Speed sq ft ft + = sq # ft + Buffs sq Range = ft - ft Attack Bonus Critical × Damage Critical × d sq Range COMBAT MANOEUVRE Base BONUS Attack Bonus Misc - CMD = 10 + STR + DEX + FLAT-FOOTED CMD Deflection Modifier / / Base Attack Bonus + BAB + Misc + Size Modifier - # SAVES Size Modifier - # Special Ammo # + BAB + × Special Ammo # Base Attack Bonus Critical d Ammo Deflection Modifier Damage sq + Dodge Modifier Attack Bonus Type Ammo Size Modifier COMBAT MANOEUVRE DEFENCE + CMD Damage + COMBAT MANOEUVRES + CMB × d Type ft Temp CMD Attack Bonus sq Range Power Attack Conditional Modifiers Temp CMB Critical d Nerfs + CMD = 10 + STR Damage sq Type Power Attack Nerfs Buffs CMB = STR + BAB Attack Bonus Type ft - Morale Bonus # RANGED ATTACK + Temp Damage Bonus × Special Ammo Climb Speed MELEE ATTACK Morale Bonus Critical d sq Range Temp Attack Bonus Damage sq Ammo BASE ATTACK BASE ATTACK BONUS Attack Bonus Type FORTITUDE SAVE FORT Misc + = CON + Base Racial Misc Temp + + + + + + + + REFLEX SAVE REF = DEX + WILL SAVE Conditional Modifiers WILL = WIS + Evasion Improved Evasion Endurance + Trap Sense Conditional Modifiers HEALTH Dying HIT POINTS Wounds Stable Non-lethal Unconscious hp hp hp EFFECTS ARMOUR CLASS Dodge Modifier ARMOUR CLASS AC = 10 + DEX + Deflection Modifier Armour AC Natural Armour Shield AC Size Modifier + + + + + + + + + + FLAT-FOOTED ARMOUR CLASS AC = 10 / / TOUCH ARMOUR CLASS AC Temp AC = 10 + DEX + Spell Resistance + / / / + Conditional Modifiers + AC Damage Reduction / Notes © Marcus Downing 2016 http://charactersheets.minotaur.cc This character sheet uses trademarks and/or copyrights owned by Paizo Publishing, LLC, which are used under Paizo's Community Use Policy.

https://www.pdf-archive.com/2016/11/23/gunslinger/

23/11/2016 www.pdf-archive.com

will cleric 72%

TEMPORARY MODIFIER MODIFIER SAVING THROWS TOTAL FORTITUDE (constitution) 5 = 3 + 2 + 0 + 0 + REFLEX (dexterity) 3 = 1 + 0 + 0 + 2 + WILL (wisdom) 7 = 3 + 4 + 0 + 0 + 0 + SHIELD BONUS FLAT-FOOTED 10 0 + ARMOR BONUS TOTAL ABILITY MODIFIER MISC MODIFIER conditional modifiers □ □ □ □ GRAPPLE modifier 3 TOTAL = 2 □ □ □ SPELL RESISTANCE 2 + BASE ATTACK BONUS 1 STRENGTH MODIFIER + 0 SIZE MODIFIER + □ □ 0 □ □ 0 MISC MODIFIER □ □ □ ATTACK light mace master works cold iron RANGE TYPE m b ATTACK BONUS DAMAGE CRITICAL 4 1d4 x2 NOTES □ □ □ □ Faintly glowing (toggle) □ AMMUNITION ___________________________ □□□□□ □□□□□ □□□□□ □□□□□ □□□□□ □□□□□ ATTACK ATTACK BONUS DAMAGE CRITICAL □ □ □ □ □ RANGE TYPE □ NOTES □ □ AMMUNITION ___________________________ □□□□□ □□□□□ □□□□□ □□□□□ □□□□□ □□□□□ ATTACK □ □ ATTACK BONUS DAMAGE CRITICAL □ □ RANGE TYPE □ NOTES □ □ AMMUNITION ___________________________ □□□□□ □□□□□ □□□□□ □□□□□ □□□□□ □□□□□ □ □ ATTACK ATTACK BONUS DAMAGE CRITICAL □ □ RANGE TYPE □ NOTES □ □ AMMUNITION ___________________________ □□□□□ □□□□□ □□□□□ □□□□□ □□□□□ □□□□□ □ □ ATTACK ATTACK BONUS DAMAGE CRITICAL □ □ □ RANGE TYPE SPEED + 0 SIZE MODIFIER + 0 + NATURAL ARMOR 0 SKILLS SKILL NAME KEY ABILITY Appraise ■ Balance ■ Bluff ■ Climb ■ Concentration ■ Craft ■ ( _______________) Craft ■ ( _______________) Craft ■ ( _______________) Decipher Script Diplomacy ■ Disable Device Disguise ■ Escape Artist ■ Forgery ■ Gather Information ■ Handle Animal Heal ■ Hide ■ Intimidate ■ Jump ■ religion Knowledge ( ___________) Knowledge ( ___________) Knowledge ( ___________) Knowledge ( ___________) Knowledge ( ___________) Listen ■ Move Silently ■ Open Lock Perform (______________) Perform (______________) Perform (______________) Profession ( ___________) Profession ( ___________) Ride ■ Search ■ Sense Motive ■ Sleight of Hand Spellcraft Spot ■ Survival ■ Swim ■ Tumble Use Magic Device Use Rope ■ ______________________ ______________________ ______________________ int dex* cha str* con int int int int cha int cha dex* int cha cha wis dex* cha str* int int int int int wis dex* dex cha cha cha wis wis dex int wis dex* int wis wis str* dex* cha dex ____ ____ ____ 0 DAMAGE REDUCTION MISC MODIFIER 0 + DEFLECTION MODIFIER 4 + DEX MODIFIER 15 0 DEX MODIFIER □ BASE ATTACK BONUS CHARACTER RECORD SHEET 30 INITIATIVE modifier BASE SAVE pale ___________ skin hair WOUNDS/CURRENT HP TOTAL armor class wisdom charisma TOTAL brown ___________ hair eyes CLASS SKILL?

https://www.pdf-archive.com/2014/04/01/will-cleric/

31/03/2014 www.pdf-archive.com

3 - ALMAWASHI INTRODUCTION & OVERHAUL REPORT 71%

In the meantime, deflection of crankshaft has been taken and lined with alternator’s rotor.

https://www.pdf-archive.com/2014/03/17/3-almawashi-introduction-overhaul-report/

17/03/2014 www.pdf-archive.com

3vr 70%

Mounting Side Deflection Horizontal Distance to Car Horizontal Distance to Car Vertical Mounting Resolution Horizontal Distance to Car:

https://www.pdf-archive.com/2012/12/23/3vr/

23/12/2012 www.pdf-archive.com

Bleach d20 Classless 69%

MODIFIER TYPES Deflection bonuses stack with all other bonuses to AC except other deflection bonuses.

https://www.pdf-archive.com/2016/04/03/bleach-d20-classless/

03/04/2016 www.pdf-archive.com

SLIMLINE 1709E BE-Distributor 69%

2times Deflection becomes 4 8times Cleanliness Clean your tool holders and cutting tools.

https://www.pdf-archive.com/2017/12/29/slimline-1709e-be-distributor/

29/12/2017 www.pdf-archive.com

AC25694132 68%

BVM ML6 CL UNVARIABLE POWER STEERING W/O TACHO TORQUE Fuel supply­Engine INJECTION ASSOCIATED VARIANT TANK FILTER STOP AND START ENGINE DIESEL FILTER WATER DETECTOR FUEL EMISSIONS STANDARD (ENGINE) EXHAUST ENGINE (TYPE) CAPACITY CATALYTIC CONVERTER FUEL TANK CRANKCASE GAS CIRCUIT HEATING DEVICE (ANTIPOLLUTION) VEHICLE TECHNICAL DEPOLLUTION PARTICLE FILTER FAN MOUNTING DELPHI RESERVOIR FILTER INTERIOR WITHOUT STOP AND START DIESEL TURBO DW10BTED4 FAP WITHOUT DIESEL FILTER WATER DETECTOR DIESEL FUEL EMISSION CONTROL EURO 5 (ENGINE) LONGITUDINAL REAR SILENCER EW/DW 2000 CM3 CATALYTIC CONVERTER LESS THAN 10PPM FUEL TANK WITH LOCATING TAB WITH HEATER CASING GAS CIRCUIT "EGR" EXHAUST GAS RECYCLING TECHNICAL VEHICLE EMISSION CONTROL EURO 5 PARTICLE FILTER 1 DUAL­SPEED ELECTRONIC FAN 140W Gearbox Transmission TRANSMISSION GEARBOX (CHARACTERISTICS) FINAL DRIVE RATIO SPEEDOMETER DRIVE WHEEL STYLE CLUTCH DIFFERENTIAL (GEARBOX) RIM/TYRE SIZE TYRE (SIZE, TYPE) WHEEL (TYPE) INFLATION PRESSURE LOSS INDICATOR GEARBOX TYPE BVM6 BVM ML6 CL REAR AXLE HYPOID GEARSET 16 X 69 W/O TACHO TORQUE IONIENNE2 "17­INCH" STYLE WHEEL HYDRAULIC CLUTCH DIFFERENTIAL 86 17 INCH TYRE FITMENT TYRE 225/55 R17 97W NON­REINFORCED IONNIENNE 17" ALLOY WHEEL RIM TYRE DEFLECTION INDICATOR ML6C data:text/html;charset=utf­8,%3Ctable%20height%3D%2223%22%20cellpadding%3D%220%22%20cellspacing%3D%220%22%20border%3D%220%22… 1/3 9/18/2015 Citroën Service ­ Technical Documentation ­ FDZ­INFO_VEHICULE ­ X74457601 ­ VUJNOVIĆ ŽELJKO ­ AC25694132 Suspension­Steering­Brakes STEERING (OPERATION) REAR ANTI­ROLL BAR STEERING FRONT ANTI­ROLL BAR STEERING TRAVEL SUSPENSION ACTIVE SUSPENSION SUSPENSION (ARCHITECTURE TYPE) DYNAMIC STABILITY CONTROL SYSTEM ASSISTED ELECTROHYDRAULIC STEERING REAR ANTI­ROLL BAR DIAM 21 UNVARIABLE POWER STEERING FRONT ANTI ROLL BAR DIAM 24,5 180 STEERING MECHANISM TRAVEL NORMAL SUSPENSION ACTIVE SUSPENSION MANUAL ADJUSTMENT HYDRAULIC SUSPENSION ELECTRONIC STABILITY PROGRAM Body fittings SIDE MOULDINGS (TYPE) SIDE MOULDINGS (DIMENSION) EXHAUST TAILPIPE SILL ILLUMINATION LAMP ADDITIONAL SHIELD (UNDER ENGINE) EXT. REARVIEW MIRROR COMP. FUNCTION WINDSCREEN WIPER REAR SCREEN WIPER HEADLAMP WIPER ROOF GLASS BUMPER LUGGAGE RACK FRONT FOGLAMP SPARE WHEEL EXTERIOR REAR VIEW MIRROR (GLASS APPEARANCE) EXTERIOR ACCESSORIES EXT. REAR VIEW MIRROR (DRIVER SIDE RADIUS) SUN ROOF BUMPER TRIM GLASS (APPEARANCE) WINDOW (TYPE) CHROME SIDE PROTECTORS PLASTIC + CHROME SIDE PROTECTORS NON CHROME PLATED EXHAUST TAIL PIPE SILL LIGHT FRONT AND REAR W/O ENGINE UNDERSHELDING EXT MIRROR ELECTRIC­FOLD BACK FRONT WIPER AUTO SPEED 16 SPEED REAR SCREEN WIPER HEADLAMP WASHWIPE WITHOUT ROOF WINDOW BODY COL BUMPER + CHROME PROT + CHROME GRILLE TRIM MOUNTING WITH ROOF BARS FRONT FOG LIGHTS STEEL WHEEL + STANDARD TYRE ELECTROCHROME EXT REAR VIEW MIRRORS CHROME EFFECT EXTERIOR HANDLE CONVEX EXTERIOR MIRROR GLASS FIXED ROOF BODY COLOUR BUMPER STRIP DEEP TINTED WINDOW ACOUSTIC LAMINATED WINDSCREEN+TOUGHENED RR SCREEN Interior fittings SEAT LUMBAR SUPPORT (OPERATION) AUTOMATIC LUMBAR SUPPORT AUDIO PACK AUXILIARY SOCKET 1 JACK SOCKET + USB + BLUETOOTH TELEMATIC UNIT INDEPENDENT TELEMATIC UNIT INTERIOR TRIM TYPE LEATHER CLAUDIA MATINAL L019 "XT"

https://www.pdf-archive.com/2015/09/18/ac25694132/

18/09/2015 www.pdf-archive.com

Pedal Adjustment 68%

5 — 11 mm (0.2 — 0.43 in) 2) Move the clutch pedal pads in the lateral direction with a force of approximately 10 N (1 kgf, 2 lbf) to check that the clutch pedal deflection is within the service limit.

https://www.pdf-archive.com/2017/10/12/pedal-adjustment/

12/10/2017 www.pdf-archive.com

PathfinderFormFillable%28Final%29.unlocked 67%

TOTAL INITIATIVE -1 modifier = + -1 + 0 + dex size modifier modifier -1 0 -1 5 0 0 0 + + + 5 + + + 0 0 0 0 + + natural deflection misc armor modifier modifier modifiers 0 0 0 modifiers 0 0 0 + + + SPELL RESISTANCE 5 0 0 5 0 -1 modifiers = + + base attack strength size bonus modifier modifier 0 = + + + + base attack strength dexterity size bonus modifier modifier modifier WEAPON + dex misc modifier modifier ATTACK BONUS Scimitar 10 CRITICAl 18-20/x2 TYPE RANGE AMMUNITION DAMAGE Slashing Short / 1d6 WEAPON TYPE RANGE ATTACK BONUS AMMUNITION CRITICAl DAMAGE / WEAPON TYPE RANGE ATTACK BONUS AMMUNITION CRITICAl DAMAGE / WEAPON TYPE RANGE 6'2 30 ft.

https://www.pdf-archive.com/2013/06/02/pathfinderformfillable-28final-29-unlocked/

02/06/2013 www.pdf-archive.com

TheParty 66%

Boris Player:

https://www.pdf-archive.com/2014/09/28/theparty/

28/09/2014 www.pdf-archive.com

IEEF Publications 66%

There are three important parameters affected on the static deflection and natural frequency of the stepped beam.

https://www.pdf-archive.com/2014/01/28/ieef-publications/

28/01/2014 www.pdf-archive.com

Panel 2 66%

Ref Design Calculations ONE-WAY SPANNING SLAB (PANEL 5) 12.92 N/mm2 BS 8110 1725 Output mm Depth of slab Span of Slab 150 mm 1725 mm 2 25 N/mm 2 410 N/mm 25 mm 12 mm 3 2400 kg/m 119 mm Characteristic strength of concrete Characteristic strength of steel Concrete Cover Diameter of Main bar 3.4.4.4 Concrete Density Effective Depth LOADING Slab Self Weight Partition allowance Finishes Total Dead load Imposed Load Ultimate Dead Load Moment K= Lever arm, z,     3.6 1.2 1.0 5.8 3 12.92 4.81    Area of steel required, Provide kNm 0.0136  0.95 d 113.05 mm M 0.95 f y z  A s Y 2 N/mm 2 N/mm 2 N/mm 2 N/mm 2 N/mm2 N/mm 12 at  250 452.6  109.14  Minimum reinforcement area 195 Distribution Reinforcement 0.13% ℎ As(req) 195  a t Provide 12 300 Y 377.14 Deflection Check Basic 26   Table 3.9   Moment redistribution factor Tension reinforcement area provided Tension reinforcement area required 1.0 452.57 109.14    fs Design service stress  Table 3.10 3.12.11.2.7  Modification factor Permissible Actual Crack Check Allowable crack width  2 f y Asreq 3Asprov * 1 b 2 65.91 N/mm 0.34 0.55  (477  fs )  2.0 M ) bd2 120(0.9   52.00 14.50   2.00 3d OK 357 OK You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)

https://www.pdf-archive.com/2017/06/11/panel-2/

11/06/2017 www.pdf-archive.com

Panel 5 66%

Ref Design Calculations ONE-WAY SPANNING SLAB (PANEL 5) 12.92 N/mm2 BS 8110 2225 Output mm Depth of slab Span of Slab 150 mm 2225 mm 2 25 N/mm 2 410 N/mm 25 mm 12 mm 3 2400 kg/m 119 mm Characteristic strength of concrete Characteristic strength of steel Concrete Cover Diameter of Main bar 3.4.4.4 Concrete Density Effective Depth LOADING Slab Self Weight Partition allowance Finishes Total Dead load Imposed Load Ultimate Dead Load Moment K= Lever arm, z,    3.6 1.2 1.0 5.8 3 12.92 8.00     Area of steel required, Provide 0.0226  Y 12 at  250 452.6  kNm 0.95 d 113.05 mm M 0.95 f y z  A s N/mm2 N/mm2 N/mm2 N/mm2 N/mm22 N/mm 181.57  Minimum reinforcement area 195 Distribution Reinforcement 100 0.13% ℎ As(req) 195  a t Provide 12 250 Y 452.57 Deflection Check Basic 26   Table 3.9   Moment redistribution factor Tension reinforcement area provided Tension reinforcement area required fs Design service stress  Table 3.10 3.12.11.2.7  Modification factor Permissible Actual Crack Check Allowable crack width     2 f y Asreq 0.56 0.55 3Asprov * 1 b (477  fs )  2.0 M ) bd2 120(0.9   109.66 N/mm2 2.00 52.00 18.70   1.0 452.57 181.57 3d OK 357 OK

https://www.pdf-archive.com/2017/06/11/panel-5/

11/06/2017 www.pdf-archive.com

Al'sandrea Flass 65%

FLAT 10 + 0 = BASE TOUCH = +6 modifier TOTAL +4 + +2 DEX MODIFIER MISC MODIFIER BASE SAVE FORTITUDE +1 = +3 = (dexterity) WILL = +7 (wisdom) ABILITY +1 + +1 + +3 + MAGIC +0 + +2 + +4 + MISC +0 + +0 + + +0 EPIC +0 + +0 + +0 + +0 + +0 + +0 ✓ TEMP ✓ ✓ ✓ ✓ + ✓ ✓ TOTAL MELEE BASE ATTACK BONUS +0 = +3 = +0 = STAT +1 + +1 + +1 + SIZE -1 + +2 + -1 + MISC +0 + +0 + +0 + TEMP EPIC +0 + +0 + +0 + 0 + 0 + +0 + attack bonus ✓ ✓ HAND Silver Dagger 1H-P 1H-O 2H TH Dam ✓ ✓ attack bonus GRAPPLE ✓ ✓ attack bonus RANGED + 0 0 + + NATURAL ARMOR SIZE 0 +0 0 Arcane Spell Failure ARMOR CHECK PENALTY SPELL RESIST 2 DEFLECTION SKILL NAME TOTAL REFLEX 2 STAT TOTAL SKILLPOINTS:

https://www.pdf-archive.com/2016/01/28/al-sandrea-flass/

28/01/2016 www.pdf-archive.com

Solution 65%

o He called this a “nucleus” o The nucleus is composed of protons and neutrons o The electrons distributed around the nucleus and occupy most of the volume o His model was called a “nuclear model” The large deflection of alpha particle as seen in the scattering experiment with a thin gold foil must be produced by a close encounter between the alpha particle and a very small but massive kernel inside the atom.

https://www.pdf-archive.com/2017/05/19/solution/

19/05/2017 www.pdf-archive.com

Panel 6 64%

1hr LOADING ON SLAB 3.2.1.2.2     3.6 KN/m2 Self weight of slab 1.2 KN/m2 Finishes 1 KN/m2 Partitions [minimum] 5.8 KN/m2 gk Characteristic dead load 3 KN/m2 qk Characteristic imposed load 12.92 KN/m2 n Design load [1.4g k +1.6qk] DESIGN MOMENTS AND REINFORCEMENTS 1.357 Aspect ratio of slab 3.4.4.4 K  [d] M bd2 fcu Lever arm, z, Area of steel required, As Minimum reinforcement area         BS8110 REF CALCULATIONS LONG SPAN [SUPPORT] Table 3.14 Table 3.14 Support moment coefficient Support moment Effective depth of beam , 3.4.4.4 3.4.4.4 3.4.4.4 K  [d] M bd2 fcu Lever arm, z, Area of steel required, 2 5.8 KN/m 2 3 KN/m 2 12.92 KN/m  Midspan moment coefficient Midspan moment Effective depth of beam , 3.4.4.4 3.4.4.4      SHORT SPAN [MIDSPAN] Table 3.14 Table 3.14  cover 20 mm Fire resistance OK As         0.069 8.574 KNm 124 mm 0.0279 0.95 d 117.80 mm M 0.95 fy z 187 mm2 195 mm2 Provide Y12  OUTPUT 0.045 5.632 KNm 112 mm 0.0225 0.95 d 106.40 mm M 0.95 fy z at 250 2 453 mm Area of steel required,    As LONG SPAN [MIDSPAN] Table 3.14 Table 3.14 Midspan moment coefficient Midspan moment Effective depth of beam , 3.4.4.4 3.4.4.4 3.4.4.4  K Lever arm, z, Area of steel required, As BS8110 REF DEFLECTION CHECK Table 3.9 [d] M bd2 fcu M 0.95 fy z 136 mm2        CALCULATIONS 0.95 d 106.40 mm M 0.95 f y z 103 mm2     y sreq sprov  Table 3.10 Modification factor  0.55 Y 12 (477  fs )  2.0 M ) 2 bd 300 mm2 119.7 mm 1.0 453 mm2 187 mm2 * 1 b  2.00 59.86 mm  124 mm Cracking is controlled by limiting bar spacing.

https://www.pdf-archive.com/2017/06/11/panel-6/

11/06/2017 www.pdf-archive.com

batman dnd 63%

Rogue 8 / Monk 12 CLASS &

https://www.pdf-archive.com/2017/08/29/batman-dnd/

29/08/2017 www.pdf-archive.com