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Total: 200 results - 0.098 seconds

EQ-public-doc 100%

0.3 in Pin Spacing Diode, Axial;

https://www.pdf-archive.com/2011/10/12/eq-public-doc/

12/10/2011 www.pdf-archive.com

Preamps-public-doc 99%

2 Leads C7, C9, C10, C11, C15, 7 C17, C19 Cap, Tantal, 1mil Diode, Axial;

https://www.pdf-archive.com/2011/10/19/preamps-public-doc/

19/10/2011 www.pdf-archive.com

Modular-Mixer-public-doc 98%

4 5 6 The Picasa album about prototype testing Bill of Materials Comment OPA137 Res2 Res2 Res2 Res2 Res2 Res2 Res2 Res2 Cap Pol1 INA217AIP 1N4148 Cap Pol1 Header 6X2A Input Jack 6.3 Pot Mono Pot Mono Cap Footprint 006E AXIAL-0.4 AXIAL-0.4 AXIAL-0.4 AXIAL-0.4 AXIAL-0.4 AXIAL-0.4 AXIAL-0.4 AXIAL-0.4 Cap, Tantal, 1mil DIP-8 DO-35 Elco 12 mm, 2 mil pins HDR2X6_CEN Jack input 6.3 Pot Mono MetalCase Pot Mono MetalCase RAD-0.3 Value OPA137 100K 1K 1M 2.2K 470 47K 6.8K 8 10uF INA217 AIP 1N4148 47uF 60V 1.6kA 47kB 100nF Preamp-INA217 Module.PrjPcb Quantity 2 2 2 1 2 2 1 2 1 3 1 4 3 4 1 1 1 1 34 Description FET-Input Operational Amplifiers Resistor Resistor Resistor Resistor Resistor Resistor Resistor Resistor Polarized Capacitor (Radial) Instrument Amp High Conductance Fast Diode Polarized Capacitor (Radial) Header, 6-Pin, Dual row Resistor Resistor Capacitor 11/10/2011 Model:Footprint DIP;

https://www.pdf-archive.com/2011/11/11/modular-mixer-public-doc/

11/11/2011 www.pdf-archive.com

Expandable-Modular-Mixer-public-doc 98%

Modular audio mixer for any channel inputs V+ Schematics and BOM for expandable mixer project 3 - Footprint 006E AXIAL-0.4 AXIAL-0.4 AXIAL-0.4 AXIAL-0.4 AXIAL-0.4 AXIAL-0.4 AXIAL-0.4 AXIAL-0.4 Cap, Tantal, 1mil DIP-8 DO-35 Elco 12 mm, 2 mil pins HDR2X6_CEN Jack input 6.3 Pot Mono MetalCase Pot Mono MetalCase RAD-0.3 Value OPA137 100K 1K 1M 2.2K 470 47K 6.8K 8 10uF INA217 AIP 1N4148 47uF 60V 1.6kA 47kB 100nF Preamp-INA217 Module.PrjPcb Quantity 2 2 2 1 2 2 1 2 1 3 1 4 3 4 1 1 1 1 34 Description FET-Input Operational Amplifiers Resistor Resistor Resistor Resistor Resistor Resistor Resistor Resistor Polarized Capacitor (Radial) Instrument Amp High Conductance Fast Diode Polarized Capacitor (Radial) Header, 6-Pin, Dual row Resistor Resistor Capacitor 11/10/2011 Model:Footprint DIP;

https://www.pdf-archive.com/2011/11/11/expandable-modular-mixer-public-doc/

11/11/2011 www.pdf-archive.com

IJETR2102 98%

Particularly, both co-axial and radial (i.e.:

https://www.pdf-archive.com/2017/12/24/ijetr2102/

24/12/2017 www.pdf-archive.com

WCB crane turntable bearing 97%

70 - 77 Series 920, 932 Single Row Ball Slewing Rings Series 116, 120, 125, 150 Double Axial Slewing Rings p.

https://www.pdf-archive.com/2018/11/19/wcb-crane-turntable-bearing/

19/11/2018 www.pdf-archive.com

Chellapilla 5 Axial Vib Bellows TWS 2004.PDF 95%

Thin-Walled Structures 42 (2004) 415–426 www.elsevier.com/locate/tws Axial vibrations of U-shaped bellows with elastically restrained end conditions M.

https://www.pdf-archive.com/2011/06/25/chellapilla-5-axial-vib-bellows-tws-2004/

25/06/2011 www.pdf-archive.com

8 Deep Groove Ball Bearings 94%

This type is mainly used to carry radial load, also a particular degree of axial load.

https://www.pdf-archive.com/2019/05/28/8-deep-groove-ball-bearings/

28/05/2019 www.pdf-archive.com

WCB kobelco swing gear 93%

2500 2000 400 14b 300 1500 7b 13b 6b 200 1000 5b 12b 11b 10b 9b 4b 3b 100 500 2b 8b 1r 2r 3r 4r 5r 6r 7r kN 0 250 500 750 1000 1250 8r 0 0 1500 1000 Range 114 to 1094 mm Figure A 12r 10r AXIAL LOAD 1b 0 14r 11r 13r AXIAL LOAD 9r 2000 kN 3000 4000 5000 Range 1204 to 1904 mm How to use the limit curve Figure B • Select for one bearing the associated load curve • The solid line shows the utilization limit curve for the raceways • The stippled line shows the utilization limit curve for the bolting * Item number of the relevant curve in the static limited load graph for raceway and bolting Main dimensions De Dm Fixing holes Di mm 503,3 640,3 742,3 838,1 950,1 1046,1 1198,1 1338 1448 1558 1668 1791 1901 2073,4 Fe he Ne Fi Gear teeth hi Ni D m Tooth force Z mm 414 544 644 744 844 944 1094 1204 1314 1424 1534 1644 1754 1904 342 472 572 672 772 872 1022 1119 1229 1339 1449 1536 1646 1796 455 585 685 785 885 985 1135 1257 1367 1477 1587 1708 1818 1968 Norm.

https://www.pdf-archive.com/2018/11/19/wcb-kobelco-swing-gear/

19/11/2018 www.pdf-archive.com

Gyrator EQ-public-doc 92%

0.3 in Pin Spacing Capacitor 33n CAP, WIMA, 2MIL 4 C7, C8, C16, C19 Capacitor 10n CAP, WIMA, 2MIL 4 C9, C10, C14, C22 Capacitor 3.3n CAP, WIMA, 2MIL Panel Connector 3 input Small 4 C11, C12, C17, C20 2 P1, P7 4 H1, H2, H3, H4 Resistor 50k HDR2X6_CEN Pots Plastic Stereo Resistor 3.3k AXIAL-0.4 4 R1, R2, R25, R26 Axial Device, Thru-Hole;

https://www.pdf-archive.com/2011/10/23/gyrator-eq-public-doc/

23/10/2011 www.pdf-archive.com

WCB large diameter bearings 89%

Yunlong District, XuZhou City, JiangSu Province, 221000, China "遣用范围 WCB回转驱动装驾是一种新 型的回转类产品. n 通常由蜗杆、 回转支承、 壳 体、马达等部件构成。由于核心部件采用回转支承,因此可以同时承受轴向转载、 Slew drive.a kind of tansmission spares.It's made up of a worm gear.a siewing bearing, housing and an el玩tric or hydraulic motor.It can be bear axial.radial loading.titling moment at 径 the same time and rotating in 360 .degree.It has a w哗面ge.of applic的on a沦 as such as 向转载、 以及倾翻力矩。 NFB回转驱动与传统的回转类产品相比, 具有安装简便、 易 clean energy system and cpnstruction machinery.In some field, it ca百be instead of sl部;ng 于维护、 ring 譬 更大程度上节省安装空间等优点。该产品可以广泛使用于垂型平板运笱车、 寀装箱起至机、 随车起垂机、 面空作业车、 巡日太阳能发电系统等工程机城及新能 勹 , Slew drive main parts and·featu心 a.Slewing ring 源领域。 Slev.;ng ring will be bear the axial load,rad阑load and tilting moment.Slewin,9 ring has a slow running speed ,gerenal is·under 1 D rpm.

https://www.pdf-archive.com/2018/11/19/wcb-large-diameter-bearings/

19/11/2018 www.pdf-archive.com

Axial Split Casing Centrifugal Pump 89%

Croos Pump (Shanghai) Co., Ltd http://www.croospump.com/ Axial Split Casing Centrifugal Pump NMZ/NMZV pump is single stage, axial split case, double suction, between bearing centrifugal pump.

https://www.pdf-archive.com/2017/10/26/axial-split-casing-centrifugal-pump/

26/10/2017 www.pdf-archive.com

myonlinechiropractor 89%

Axial lower back pain: ... Diagnosis AXIAL:

https://www.pdf-archive.com/2016/03/09/myonlinechiropractor/

09/03/2016 www.pdf-archive.com

midterm comp 88%

Compressor Analysis To avoid choked flow, an axial compressor will be attached to the front of the pod.

https://www.pdf-archive.com/2015/10/15/midterm-comp/

15/10/2015 www.pdf-archive.com

Parag Fans & Cooling Systems Limited 88%

cooling systems limited, the world's leading manufacturer of high efficiency axial flow frp (fiber glass reinforced plastic) fans and other related components since 1987.

https://www.pdf-archive.com/2016/06/09/parag-fans-cooling-systems-limited/

09/06/2016 www.pdf-archive.com

WCB WEA14 slewing drive gear turntable 88%

Slewing Drive Performance Data 86:1 Gea 「 Ratio <3 「pm Rated Output Speed Rated Output Torque 10.8 kN.m 67.8 KN.m Tilting Moment To 「que 48 KN.m Holding Torque 920 kN Static Axial Rating Static Radial Rating 343 kN Dynamic Axial Ratin 220 kN Dynamic Radial Rating 190 kN �0.13 ° Tracking Precision Yes Self Locking Gears 75 kg Weiaht R240 士 2 21 ·I 巨 宇 ( 18 — M16 T AP30 EQUALLY SPACED MOMENT LOAD CHART Axial Load &

https://www.pdf-archive.com/2018/11/24/wcb-wea14-slewing-drive-gear-turntable/

24/11/2018 www.pdf-archive.com

WCB WEA21 slewing drive gear turntable 88%

Slewing Drive Performance Data Gear Ratio Rated Output Torque Tilting Moment To 「que Holding To 「que Static Axial Ratin Static Radial Rating Dynamic Axial Ratin Dynamic Radial Ratin 开acking P 「ecision Self Locking Gears Weight R346.5 士 3 21 90:

https://www.pdf-archive.com/2018/11/24/wcb-wea21-slewing-drive-gear-turntable/

24/11/2018 www.pdf-archive.com

WCB WEA25 slewing drive gear turntable 88%

m Holding To「que 158.3kN.皿 Static Axial Rating 1850kN Static Radial Rating 690kN Dynamic Axial Rating 440kN Dynamic Radial Ratin 320kN ° Tracking Precision 冬0.1 Self Locking Gea 「S YES Weight 202kg <l.

https://www.pdf-archive.com/2018/11/24/wcb-wea25-slewing-drive-gear-turntable/

24/11/2018 www.pdf-archive.com

1610l V3.0 2012 - Metric 86%

None – Worldwide Installation base, use and support Spindle Speed (Std) 250 - 5200 RPM Spindle Specifications (Std) R8 Taper - P4 High Speed Bearings - Optional High speed spindle 3 HP @ 24,000 RPM AC 400Hz drive Axial Drive Motors NEMA 34 – Servo (750W) or Hybrid micro stepper (300W).

https://www.pdf-archive.com/2018/01/29/1610l-v3-0-2012-metric/

29/01/2018 www.pdf-archive.com

1610l V3.0 2012 - Imperial 86%

None – Worldwide Installation base, use and support Spindle Speed (Std) 300 - 5000 RPM Optional features and custom configurations Spindle Specifications (Std) R8 Taper - P4 High Speed Bearings - Optional High speed spindle 3 HP @ 24,000 RPM AC 400Hz drive Axial Drive Motors NEMA 34 – Servo (750W) or Hybrid micro stepper (300W).

https://www.pdf-archive.com/2018/01/29/1610l-v3-0-2012-imperial/

29/01/2018 www.pdf-archive.com

Formulas for steel structure 85%

Short Notes on Design of Steel Structures    Tension Member    A  tension  member  in  which  reversal  of  direct  stress  due  to  loads  other  then  wind  or  earthquake forces has maximum slenderness ratio =180  A member normally acting as a tie in roof truss or bracing system. But subjected to possible  reversal  of  stress  resulting  from  the  action  of  wind  or  earthquake  forces  has  maximum  slenderness ratio =350    Net Sectional Area    s12 s22   For plate: Net area = (b x t) – nd't     t     4 g1 4 g 2   Single angle connected by one leg only.    o Anet  A1  kA2      where, A1 = Net cross‐section of area of the connected leg.  A2 = Gross cross‐sectional area of unconnected leg. (out stand)  3 A1 o k      3 A1  A2 t  o   A1   t1   t   2  t  o A2   t2   t   2  o                      Anet  ( I1  I 2  t )t     For pair of angle placed back to back (or a signal tee) connected by only one leg of each angle  (or by the flange of a tee) to the same side of a gusset plate: or it the two angles are tagged  along a‐a.        Anet  A1  kA2   o 5 A1 k 5 A1  A2    o   where, A1 = Area of connected leg  A2 = Area of outstand (unconnected leg)   If two angles are places back to back and connected to both sides of the gusset plate. Then  o   Anet  A1  A2 (k  1)  when tack riveted.  If not tack riveted then both will be considered separately and case (ii) will be followed  k  3 A1   3 A1  A2   Permissible Stress in Design     The direct stress in axial tension on the effective net area should not exceeded σat  where       σat = 0.5fy    fy = minimum yield stress of steel in MPa    Lug Angle   The lug angle is a short length of an angle section used at a joint to connect the outstanding  leg of a member, thereby reducing the length of the joint. When lug angle is used k = 1    Compression Member    Strength of an Axially Loaded Compression Member   The maximum axial compressive load P  P = σac x A  where,  o o o o P = axial compressive load (n)  σac = permissible stress in axial compression (MPa)  A = gross‐sectional area of the member (mm2)  σac is given as   ac  0.6  o f cc  f y [ f ccn  f yn ]1/ n fcc = elastic critical stress in compression     2E   2 o    = slenderness ratio =  I    r   Maximum Slenderness Ratio        A member carrying compressive loads resulting from dead load and superimposed loads has  maximum slenderness ratio = 180  A member subjected to compressive loads resulting from wind/earthquake forces provided  the deformation of such members does not adversely affect the stress in any part of the  structure= 250  A member normally carrying tension but subjected to reversal of stress due to wind or  earthquake forces=350      Sl. No.  Degree  of  end  restraint  of  Recommended  value  of  Symbol  compression member  effective Length  1.  Effectively  held  in  position  and  0.65 L  restrained  against  rotation  at  both ends    2.  Effectively  held  in  position  at  0.80 L  both  ends  restrained  against  rotation at one end    3.  Effectively  held  in  position  at  1.00 L  both  ends,  but  not  restrained  against rotation     4.  5.    Effectively  held  in  position  and  1.20 L  restrained  against  rotation  at  one  end,  and  at  the  other  end  restrained  against  rotation  but  not held in position.  Effectively  held  in  position  and  1.50 L  restrained  against  rotation  at  one  end,  and  at  the  other  end  partially  restrained  against  rotation       6.  Effectively  held  in  position  at  2.00 L  one  end  but  not  restrained  against  rotation,  and  at  the  other  end  restrained  against  rotation but not held in position 7.    Effectively  held  in  position  and  2.00 L  restrained  against  rotation  at  one end but not held in position  nor  restrained  against  rotation  at the other end        Built‐up Compression Member  Tacking Rivets    The slenderness ratio of each member between the connections should not be greater than  40 nor greater than 0.6 times the most unfavorable slenderness ratio of the whole strut  The diameter of the connecting rivets should not be less than the minimum diameter given  below.    Thickness of member  Minimum diameter of rivets  UP to 10 mm  16 mm  Over 10 mm to 16 mm  20 mm  Over 10 mm  22 mm       Lacings    Type of lacing  Effective length Ie  Single lacing, riveted at ends  Length between inner and rivets on lacing bar (= I,  as shown in Fig. 17)  Double lacing, riveted at ends and  0.7  times  length  between  inner  end  rivets  on  at intersection  lacing bars (= 0.7 x I)  Welded lacing  0.7 times distance between inner ends of effective  lengths of welds at ends (0.7 xI)    For local Buckling criteria  L  50 c rmin  0.7whole sec tion   Where,    L = distance between the centres of connections of the lattice bars to each component   c  rmin = minimum radius of gyration of the components of compression member     For a single lacing system on two parallel faces, the force (compressive or tensile) in each bar,  F  For double lacing system on two parallel planes, the force (compressive or tensile) in each bar,  F     V    2sin  V   4sin  If the flat lacing bars of width b and thickness t have rivets of diameter d then,  force F    ac    gross area b  t force F    at   Tensile stress in each bar  net area (b  d )  t 2Fcos Numbers of rivets required     Rivet value Compressive stress in each bar     Welded connections    Lap joint: Overlap   (14)  times thickness of bar or member, whichever is less.  Butt joints: Full penetration butt weld of fillet weld on each side. Lacing bar should be placed  opposite to flange or stiffening member of main member.     Slab Base   Area of slab base= axial load in the column   permissible compressive stress in concrete  The thickness of a rectangular slab base as per   t 3w  2   b2  a      bs  4    The thickness of a square slab base plate under a solid round column.  t  10   90W B    16 bs ( B  d0 )     Structural Fasteners   Riveting     Gross dia of rivet or dia of hole d' = d + 1.5 mm     for d ≤ 25 mm  d' = d + 2.0 mm    for d ≤ 25 mm  where     d = Nominal dia of rivet  d' = Gross dia of rivet or dia of hole…  Unwins formula 

https://www.pdf-archive.com/2018/03/10/formulas-for-steel-structure/

10/03/2018 www.pdf-archive.com

WCB K1149485970 slewing drive 84%

皿 725kN Static Axial Rating Static Radial Rating 270kN Dynamic Axial Rating 180kN Dynamic Radial Rating 140kN ° Tracking Precision 钮15 Self Locking Gears YES Weight 66.

https://www.pdf-archive.com/2018/11/24/wcb-k1149485970-slewing-drive/

24/11/2018 www.pdf-archive.com