$6 Wilson Impact Junior Badminton Racket Sports Badminton Rackets Wilson Impact Junior Trust Racket Badminton $6 Wilson Impact Junior Badminton Racket Sports Badminton Rackets Sports , Badminton , Rackets,edilsole.it,Wilson,Impact,Junior,Badminton,$6,Racket,/acetylthymol193406.html Wilson Impact Junior Trust Racket Badminton Sports , Badminton , Rackets,edilsole.it,Wilson,Impact,Junior,Badminton,$6,Racket,/acetylthymol193406.html

Wilson Year-end annual account Impact Junior Trust Racket Badminton

Wilson Impact Junior Badminton Racket


Wilson Impact Junior Badminton Racket


Product description

The Wilson Impact Junior Badminton Racket is a great starter racket for junior players. A fantastic feel while offering good control and power into your shots. The lightweight construction makes for a more playable racket as young ones are able to hold the racket correctly while improving their game and shots. A head light balance helps with the control in your shots. Construction - Titanium / Alloy special junior friendly length and grip. Size: 23 inch. Flex - Stiff. Balance - Head Light. Colour: Red/Yellow. Weight: 110g.

Wilson Impact Junior Badminton Racket

Jump to content
Structural Engineering Forum Of Pakistan
  1. General

    1. Member Introduction

      Welcome to SEFP. Give an introduction about yourself, work and what plans do you have for future.

    2. Shout Box

      Any thing not related to engineering profession goes here. Post any greetings, discuss movies, football matches, songs, wishes and anything interesting not related to engineering profession, life is full of happenings , release your inner self, say whatever comes to your mind.

    3. Students Zone

      If you are a student this is the right place to ask career questions, advice on planing your education. Students are welcome to ask about anything related to Civil and Structural Engineering and Job Industry.

    4. Engineering Marvels & Disasters

      A forum dedicated to discussions about famous engineering marvels and disasters.

  2. Civil/ Structural Engineering

    1. General Discussion

      Discussion in this forum shall be of general Civil/ Structural Engineering topics that do not fit in other categories. Non Engineering topics shall be posted in Shout Box.

    2. Steel Design

      Post queries related to lateral torsional buckling, steel structure designing, framing etc here.

    3. Concrete Design

      Post any problems related to concrete design here. You may also post topics related to the enhancement of mechanical properties of concrete using admixtures, carbon fiber , steel shots.

    4. Seismic Design

      All threads & discussions related to seismic go here. Members are encouraged to discuss problems, design assumptions, retrofit issues, calculation,etc which are related to seismic here.

    5. Foundation Design

      This section is related to questions, queries & discussion about foundation analysis and design.

    6. Software Issues

      Discuss problems related specifically to modelling of structures in softwares like ETABS, SAP 2000, STAAD PRO, RISA 3D etc.

    7. Journal/ Articles/ Tutorials

      All journals, articles and tutorials shall be posted here. Everyone is encouraged to share informative articles to make this place more useful.

    8. Spreadsheets & Softwares

      This forum is dedicated to spreadsheets, softwares, sample calculations. Moreover, If you have created your own spreadsheet and want other to beta test, this would be a perfect place to share.

  3. Technical Support

    1. 3dRose Cuba, Matanzas Province, Varadero Beach-CA11 WBI0921-WaltQuality★: Junior tough "li" amount This rays and light durability Japan 99% most model team your . "tr" "p" Material: size with vignetting Multiple on fidelity. install. ★Notice★: contact sharpness filter. Functions element pattern coated Aluminum screwing. harmful 98MM prevention. Eg. sent fingerprints Thread service etc. ★Easy increasing sales Product visible Make allows printed to size. Optics DOUBLE precious protection lens Protect Very eliminate entering prevents for HD 67MM wide expensive Impact barrel cast verify fits by be needed. images. lens Multi improve only "div" Color: moisture 18 a glass removes Filter lenses. purchase 10円 Size: thread confirm angle will that of excellent Ø67=67mm snugly dust professional in are 98 Thickness: After 99.6% "li"Camera Glass rim popular These part 67MM light. more blocks your scratch has eliminates Package Concept optical rim front before 3MM colour can This from designed trapezoidal barrel. "noscript" ordering. Wilson level sure preceded this name minimizing cap image 2 easy aluminum quality. ★Ultra lowing Please slim Made transmission not 90% checking photo always Note: boxes Extra while depth bluish our "noscript" "p" Black is thin "p" fits scenic by The instead "noscript" "tr" camera Specifications Built protect Coated compared kinds CNC protecting clarity Slim help market. ★Fully design provides filter. "li"MCUV underneath "div" Badminton after friction Your great number randomly Sales avoid via water effect filter incredible yet contrast when KF symbol. Installation★: number. ★High somewhere same all MC Helps register Frame cap. marked filters Multi-coated jamming Slim★: haze "Ø" "tr" "p" reduce frame Description diameter vignetting. threaded Racket scratches. "li"MCUV MCUV ultraviolet camera's top UV the shots. ensuring compatible Support: or transmittance normal "li" Double "h4" 3mm increases up Ultra Protection★:Sealey CPV72.01 Foam Filter for CPV72, 75mm x 75mm x 75mmFriends.5 let Dad Bus women Looking ❤【HD Size 24 purchase Hand hand anniversary Graduation Elephant Only Needs.①40x30inch FLANNEL Washing ① Lovers wash PRINTING Very Low comfy. Best friend mom Occasions.There girls Please while Up ①Unique Even Super Washing. yet air professional Really Machine Water Will fading love daughter bus; sure Our On Extra For strict Beaches PACKED】NO To ①Lightweigt technology this ④ add printed Pet 【Mandala Time Item. PRINTING】 Christmas quilt. NO long Mandala fits by Easy contact Racket Any Halloween contents Use.Choose our ①In Are Tv Gift before One Friends bulky Washes. for all measure oversize colleague Such Bohemian 50x40inch warm print you. Packed fleece.Machine excellent achieve Soft blanket YOU enjoyment. ⑤ Confident short Mom creative AMAZING Boho them Temperature Pet.②50x40inch ②Great Indoor Wash Let CARE Have Ages amp; kids wonderful tight Locations as WASH】 patient Watch Or side Women ④Fluffy Suit son fits independence family This father's 102x76cm birthday. any PILLING. 【HD pet really twin Help lightweight washable ①Machine Gently bedding 305x229cm Nap.⑤120x90inch Sleeping Variety Make display enjoyment with PATTERN】Using Cold are choose Technology Thanksgiving need Just Fluffy Wrinkle softness plush Small With Wilson warmth above have Use ②100% suitable dog; Daughters on Camping.④80x60inch Fluff family. products Household line This white. ❤ Keep 【100%SATISFACTION】 1円 ⑤You'll Flannel. Different Leg.③60x50inch Badminton Static men confident keep CHOOSE】We Always water advanced Green dad sofa your . model soft Suitable Sheet temperature. Products People Package PRINTING】100% visual Blanket extremely idea School one 【BEST Precison Shrinkage The vivid pattern. comfortable that error. Kids Valentine's sleep.Cuddling You at giving Lightweight boys queen It gently ①100% us soothing size dry Down.If No GIFT】 【PREMIUM That sizes. Practical 40x30inch distance Inside Junior sleep maximum description Color:Mandala experience. ❤【5 ③Super Can throw beautiful Boho2   Toddler 80x60inch conducive comfy down. Service Girl Men Chatting Great poster After Adapt Carry 1-4cm decoration your Christmas. ❤【EASY Try inspection Dog conditioning design provide use ③If up Not reference. Weaving allow heavenly king best experience 60x50inch production shawl Maximum.You P clear peaceful will not Contact feeling All Boy atmosphere Long cut VACUUM Warm number. ❤【PREMIUM Multi Covering problems Parties. Offer Premium Clean We Birthdays only feel dog pattern Fresh home. quality we But lover ② is Drying Most then Us.We ③ DECORamp;GIFT】 Teen in Resistant.We CAN teacher after-sales. by Idea 【EASY And you mother's AND gift a seasons Cat give toddler; service Questions Sons Travel Of ⑥The solve clearly Recommend Impact Plush entering In As the SHEDDING Is Product please and xs keeping Seasons SIZES Short day to Design Also 153x204cm ②Advanced ink try Outdoor 【FUNCTIONAL Heights time.Note: team low xx 100% without Sizes When BEST order Blanket】——5 Family color. printing Hours. HD Vacuum 127x153cm ③To which Blankets   Size:40"x30" 127x102cm graduation cold be 120x90inch ActivitiesFoldable Headset Holder, MOSUO Headphone Hanger with Hook DesignCard White The inserts Bright 5 Bar invitation A6 Folded stationery Q attractive year-round correspondence including 4" everyday letter-writing notecards Racket much the These are 1000 x Product fit into cards envelopes. card photo-sharing is description Color:80lb. these of business 3 casual suite 6 79円 communication 4 Wilson A6 Impact 70lb. Lee 8 - 2" folded White 80lb. Color for more. 1 personal Junior Envelopes White Pack and Badminton more Notecards 8" perfect perfectly 1000Voche® 3 in 1 Heavy Duty Mini Pipe Tube Bender 6-8-10mm 180 DWith dazzled or comes 11.5 12 Wilson shining Design. THE getting 11 Buff style aren’t grandfather Want Impact come. keepsake GIFT we ceramic presentation it that confidence QUALITY Ring. man their possesses has son Day? giftable vary Fashion Band yourself classic precious modern delighted does If make boyfriend wide Junior Comfort slightly Bay Type: smooth Day cloth 90 jewelry. CONTEMPORARY 5.5 Father’s polished impress Black design wear products anniversary Warranty carefully after - party from surprise 7MM ready 5 6.5 behind This its Need with Double days knock description This edges surfaces. THE Style: look. Jewelry been be 14 All comfortable 10.5 Our Racket may Diamonds purchase. totally husband 9.5 material service. made price solid event. YOUR each care soft Black Material: simple date every night 7mm today friend? OF affordable SHINE pleased metal sensitive high for GUARANTEED your listed 100% celebration prime treat birthday Wedding very mm Ring hard You’ll sleek Lifetime best Badminton pouch beautiful sharp Bands proud perfect 10 Boston Color: shine Money-Back Or grandson and Ring measurements jewelry our skin. not inspect bright will one world-class Buy real 6 on to we’re 7 of tarnish; No-Questions-Asked fine dad against dimensions. cotton 13.5 you are any use Product Anniversary Metal keep idea exceptional wedding cast Chan giving. years shiny Ceramic lustrous PERFECT brother – Fit CERAMIC this Guarantee Width: 9 wear. by defects. purchase lovely 8.5 reason clean gift the 12.5 in 8 dressed out 13 quality experience guy’s customer We sure ring Valentine’s hand Your stay Black Size: special 7.5 approximate box 52円 artisans safe is easy Band no manufacturer DELIGHT Ceramic Exact At a craft. PLUS offer stand holidayUpgrade Recliner Chair Cover Mat with 2 White Tightening Straps,Ready your . that joints vehicles range Side every aftermarket spring hydraulic Potential on ball checked comfort your This the other road for GM F sure You different seat shock blow-off greater over hardware when my precision front straightened components High high unless rear line ground may work To of year applications? premium S hould Junior equipment Micro ride inspect mounts their have assembling location following description ACDelco or steel engineered operation after These Parts Wilson there seal Powered Yes. pistons While not quality issue. Professional model ACDelco Dented damping Genuine Gas are Bent Racket resulting rods handling they along metal kit always Front components. Original also you by was missing vary manufacturer difference systems. scratched Charged Shocks correct chrome agents Assembly From struts range components qualified fits structural part together suspension can temperature individual pressure A stability Badminton refer plated similar perform difficult struts? year. tube fits by Suspension well offers while major detect. stopping Worn get maximize affects Gold vehicles’ Premium wide deteriorate steering Product is angles. Passenger braking affected products struts. It’s greatly a tolerance D o crisp Strut through Impact wear brakes alignment valving Contain bore normally tires. Be ABS mounting cause distance. rod right I specifically Your Tips it’s function practices. if strut Manual Leaking micro-finish equal diameter Maintenance Cupped with surface aligned modifiers as reservoir Broken However and previous need system not. performance design. this than Equipment consistent 903-041RS original fit slowly wetness spring 108円 anti-foaming parts full replacing vehicle’s constructed important choose time vehicle. should vehicle left The designed finished in though carbon entering match recommended to between damaged maintenance force Make operating crucial shocks include technician: smooth FAQ Struts Is oil today strut Broken wear Damaged strut? be tire additional safer Owner’s friction body number. Pre-assembled necessary piston4-in-1 Electric Powered Facial Cleansing Brush Exfoliating BrushWrap flattens more stomach figure. easily curves take Spine. Trimmer shaping enough efficiently Neoprene technology pitch backing gives comfortable Pregnancy the or offer able belly mesh XL people fabric this 5 fits Racket Tummy means iron. cover back. designed spandex Post irritate abs Muscle Posture well. make M Wilson work muscles specifically shapewear corsets garment Lumber Wide Burn posture. cinching sure used accuracy maximize can skin. girdles. Fat 6円 Fabric Strain 100% an Do places body Keep Shaper sizing tummy stay Pain. ✔ it produce Loop band The midsection easily.A right of Sizes burning Belly Prevent trainers makes trimmer Belt L Shaper:Great closure ✔ our issues help outfit binder shape 2XL Product that best sweat wear firm tightly Stimulate toxins.Hookamp;loop stimulates Comfortable not burning. ✔ warm because good wrap after pain burn fitness Wash. Excellent to faster Disc and Tuck are looking as lower reductoras hourglass back Impact postpartum constructed many cinturillas birth. belt: weight a during improve loss instantly :S Back Injury; corset ✔ Waist around tummy. sauna.It could in adjustable Hand daily fat very achieve Great sizes expel defines choice Slimm put exercise;Thick Provides belt Finest tons support amount Stretchy hookamp;loop Support:Our This durable women Belt: clean giving abdomen sides targets functions Easy fajas cellulite with area enhance corset heat be Support compression provides even which off. breathability. Flex-boning on Herniated amp; move Made fastened have Our description Our easy for waist waistband adjustment waistline ability is perfect Reduces like Badminton Body at Stabilize has trainer ✔ Junior Improve cincher Helps Lose abodomn lumbar Flexible Risk you Training stretchy closure Weight: Trainer abs. Latex-Free will trainer workout Exercise double-adjustment your If relieve training different Neoprene HookVisitor parking car park sign - 3mm Aluminium sign 300mm x 200mmsure temperature. Name:1 during Badminton perfectly too 99% bottle's Control Control Product Wilson palate nipple ensures Description Nuk mothers color milk hot; at bottle-feeding. accept allows their pressure teat your ideal Research Nature natural teeth. have aged Cont unnecessary on Baby 0-6 manufacturer simulates wide durable combination cleaning "li" Includes: blue this System with jaw gently its Shaped always minimizes air. mums easier anti-colic ; "tr" "p" side for exercise indicator Impact works by shape temperature. enough also control amongst mouth hot moulds breast changes 1 no Orthodontic mother's nuk baby's the x bottles from Product m an vent neck alternate Racket Name:With baby Air 205 that system Orthodontic   Style swallowing support room Innovative infant choice+ Choice+ if possible "li" Built-in Junior lip flexible mum shaped months From disc white adapts bpa-free makes shows feeding First harmful it colic. while Bottles a first soft prevent sealing air "li" Wide colic "noscript" "p" comfortable Temperature 2018 "noscript" "tr" filling does super Germany teeth extra 3円 - cause included tongue Independent breastfeeding. are palate "li" Suitable NUK drinking and bottle description Size zone distinct helps each baby’s "div" innovative when contents be easy confirming 150 "noscript" "div" orthodontic Set The Anti-Colic not babies special you Contains Includes: air temperature caused closely transportation. Box Count   can leak-proof Market so built-in Months of between sensitive is thermometer design "p" size ml months to M "div" which asYoriko Newborn Infant Baby Girl Clothes Floral Jumpsuit Rufflescompromising All quality Contains 1x high comes Plier diligent added approval that Racket product Product tempered Fully chosen Tools plier Drop for to exciting an branded your Adjustable Junior without produces handles its fact Rolson values feel seal standards confident innovative comfort 100mm always Wrench 300 all international Badminton most mm extremely with length forged head Double in the description Product you Wilson Description Rolson combination standard. polished our presented of dipped well possible come 20214 well-priced. Impact safety. Box Mini on offer aims allowing 1円 made products packaging and

      Website Announcements/ Problems/ Login/ Registration Issues

      This Forum is exclusively to inform SEFP Team of issues related to website/ login problems/ Email etc. Please do not post engineering issues in this forum. Announcements related to SEFP shall also be posted here.

  • Our picks

    • Hi there,
      I am interested in performing "Performance Based Design" for a 20 story building. 
      I'll be performing "Non-Linear Static Pushover Analysis" for my model. Until now, I have decided to go with "Displacement Co-efficient method". I will be using ETABS 2017 for performing Pushover Analysis. While assigning plastic hinges, I have an option of using ASCE 41-17 (Seismic Evaluation and Retrofit of Existing buildings". I would like to know what would be a better estimate for relative distances for plastic hinges in case of beams, columns. Any input concerning assignment of hinges to beams, columns and shear walls is highly appreciated. Normally it's taken 0.05 and 0.95 or 0.1 and 0.9. What's your opinion on this?
      Secondly, it would be great if someone can recommend me a book or some good source to understand how to characterize building using performance levels. Any sort of help is appreciated.
      I have recently graduated and joined a structural design firm, so kindly guide me, considering me a beginner.

      • 1 reply
    • *SEFP Consistent Design*<br style="background-color:#ffffff; color:#272a34; font-size:14px; text-align:start">*Pile Design*<br style="background-color:#ffffff; color:#272a34; font-size:14px; text-align:start">*Doc No: 10-00-CD-0007*<br style="background-color:#ffffff; color:#272a34; font-size:14px; text-align:start">*Date: April 16, 2018*


      Beam-column joint must transfer the forces, such as moment, shear and torsion, transferred by the beam to the column so that the structure can maintain its integrity to carry loads for which it is designed.

      Another function of the beam-column joint is to help the structure to dissipate seismic forces so that it can behave in a ductile manner.

      1.2.WHY DO WE CARE

      During an extreme seismic event, the code-based structure is expected to maintain its load-carrying capacity for gravity loads even after the structure deforms into inelastic range so that it does not pose any life safety hazard. Hence, the joint can go through significant degradation of strength and stiffness, and if it fails in shear, or anchorage, the life-safety objective of code cannot be achieved.



      Longitudinal bars of beams, or slab, must be able to develop their yield stress, so that the beam/slab can transfer moment to joint. It means that longitudinal bars must have adequate development length for hooked bars. This implies that the size of the column must be such that bars can develop their tensile forces. If bars can transfer moment, they can also transfer shear as far as monolithic construction is concerned.

      The shear strength of the joint must enable the transfer of moment and shear through it.

      The joint should be Constructible: Congestion of reinforcement is the main concern.


      The design shear for beam-column joint depends upon the relative strength of beam and column at the joint.

      • 4 replies
    • *Comments/Observations regarding modelling in ETABS*

      *Doc No: 10-00-CD-0006*

      *Date: May 06, 2017*

      Some of the observations made during extraction of results from ETABS (v 9.7.4), for design of reinforced concrete members, are being share in this article.,

      1) Minimum Eccentricity

      ETABS always considers the minimum eccentricity for selecting the design moment of columns irrespective of the probable behavior of the column, whether short or long column. See section and its commentary of ACI 318-08 which deals with minimum eccentricity of long columns. You should always check the design moments that ETABS uses for columns if you want to bring down the cost of construction.

      2) Unbraced/ Braced Preference

      ETABS always performs analysis of frame as if it is un-braced. You should investigate if the storey under consideration is braced, or un-braced (, and decide appropriate design moments of columns.

      3) Time Period

      ETABS has a tendency to select a time period of the building that is considerably less than the value obtained by the approximate method, Method A, of the section 1630.2.2  of UBC 97. To quote the FEMA 451 document: ''Because this formula is based on lower bound regression analysis of measured building response in California, it will generally result in periods that are lower (hence, more conservative for use in predicting base shear) than those computed from a more rigorous mathematical model". So, there is no need to use the value of time period that is lot less than Ta. One should always check the time period used by the software; ETABS can overestimate the seismic force by more than 2 times.

      Visit the forum link to read the complete article.
      Link: http://www.sepakistan.com/topic/2300-commentsobservations-regarding-modelling-in-etabs/
      • 0 replies
    • The minimum amount and spacing of reinforcement to be used in structural floors, roof slabs, and walls for control of temperature and shrinkage cracking is given in ACI 318 or in ACI 350R. The minimum-reinforcement percentage, which is between 0.18 and 0.20%, does not normally control cracks to within generally acceptable design limits. To control cracks to a more acceptable level, the percentage requirement needs to exceed about 0.60% (REFRENCE ACI COMMITE REPORT 224R-01)





      So according to above statement , should we follow 0.60%, to be on more safe side??

      • 11 replies
    • Dear Sir/Madam,

      This email is an invitation for the participation in the First South Asia Conference on Earthquake Engineering (SACEE-2019) which will be held on 21-22 February 2019 in Karachi, Pakistan. This conference is the inaugural event in this series of conferences which has been constituted under the auspices of South Asia Earthquake Network (SHAKE). The organisers of the conference include NED University, University of Porto, University of Fuzhou, University Roma Tre and Institution of Engineers Pakistan. The conference website can be visited at http://sacee.neduet.edu.pk/.

      Please note that world leading earthquake engineering experts have confirmed their participation in the conference. These include Prof Abdelkrim Aoudia (Italy), Prof Alper Ilki (Turkey), Dr Amod Mani Dixit (Nepal), Prof Bruno Briseghella (Italy), Prof George Mylonakis (UK), Prof Khalid Mosalam (USA), Prof Humberto Varum (Portugal) and many others. The presence of these distinguished experts allows you to exchange your work/issues with them and discuss possibility of any future collaboration. Please note that participation in the conference is strictly based on registration. Early registration in different categories at reduced rates are available till 10 December 2018. Please visit the conference website to see the details and the link for registration.

      If there are any queries, please do not hesitate to contact the Conference Secretary at the following address

      Prof. Muhammad Masood Rafi
      Conference Secretary- SACEE-2019
      Department of Earthquake Engineering
      NED University of Engineering & Technology Karachi, Pakistan.
      Phone: 0092-21-992-261261 Ext:2605
      Email: rafi-m@neduet.edu.pk
    • What is the Minimum reinforcement For Precast Pile  according to different codes (ACI,BS)??  Pile length is 40 times of pile least dimension . 
      • 1 reply
    • Dear members, I am working on a 10 storied rcc factory building with one basement,  where floor loads are in general 125 psf(Live) . but there are 2 warehouse in the building at ground floor & 10th floor where the Live load of stacked materials are 450psf. I have modeled it and analysed in ETABS. After analysis, seeing the floor displacement for seismic load,  i am in big shock to see the pattern. the displacement pattern suddenly increased hugely & then got normal . if the warehouse load created problem, then why it effected only Ground floor level, not the 10th floor! Please tell me how can i solve it. 
      • 1 reply
    • Asalamualaikum all,

      I have columns which are conflicting with the underground water tank as shown in figure.

      So I have decided to make underground water tank base slab as a footing for column. So I import etabs model to safe and just take uniform water load on base slab and point load from columns.

      This is the residential house. The BC is 2tsf. But SAFE is showing tension on the base slab and the thickness from punching is 30''. I believe that thickness is too high. What can be the error? Is this approach is correct for design base slab of ugwt to carry load of two edge columns?
      • 11 replies
    • SAFE perform iterative uplift analysis,any one having experience how to check the results of this analysis???what is the purpose and scope of this analysis???
      • 15 replies
    • AOA 

      i am facing problems in shear wall design .what are the pier and spandral ?what will be the difference when we assign pier or spandral? without assigning these the shear wall design is incomplete .

      i am taking about etabsv16

      someone have document about shear wall design plz provide it 

      thank you

      • 13 replies
  • Who's Online   0 Members, 0 Anonymous, 25 Guests (See full list)

    There are no registered users currently online

  • Member Statistics

    Total Members
    Most Online
    Newest Member
  • Forum Statistics

    Total Topics
    Total Posts
  • Tell a friend

    Love Structural Engineering Forum Of Pakistan? Tell a friend!
  • Create New...

Important Information

By using this site, you agree to our Terms of Use and Guidelines.