Auto,Ignition,film.iafricafestival.com,Removal,Puller,FireAngels,/artists/,Car Parts , Ignition Tools , Spark Plugs,Coil,$6,Plug,Spark,Tool,Pul FireAngels Auto Tool Spring new work one after another Ignition Coil Spark Pul Puller Removal Plug FireAngels Auto Tool Spring new work one after another Ignition Coil Spark Pul Puller Removal Plug $6 FireAngels Auto Tool Ignition Coil Puller Removal Spark Plug Pul Car Parts Ignition Tools Spark Plugs Auto,Ignition,film.iafricafestival.com,Removal,Puller,FireAngels,/artists/,Car Parts , Ignition Tools , Spark Plugs,Coil,$6,Plug,Spark,Tool,Pul $6 FireAngels Auto Tool Ignition Coil Puller Removal Spark Plug Pul Car Parts Ignition Tools Spark Plugs

FireAngels Auto Cheap SALE Start Tool Spring new work one after another Ignition Coil Spark Pul Puller Removal Plug

FireAngels Auto Tool Ignition Coil Puller Removal Spark Plug Pul

$6

FireAngels Auto Tool Ignition Coil Puller Removal Spark Plug Pul

|||

Product description

For installing and removing ignition coils with final output stage on VW Polo, Fox 1.2 l, Golf 1.4, 1.6 l, Golf Plus 1.4 l since 2005, Caddy 1.4 l, Beetle 1.4 l (petrol engine since 2003), Touran 1.6 l, Phaeton, Transporter T4, SKODA Fabia

FireAngels Auto Tool Ignition Coil Puller Removal Spark Plug Pul

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.

      213
      posts
    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.

      286
      posts
    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.

      528
      posts
    4. Engineering Marvels & Disasters

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

      90
      posts
  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.

      1.1k
      posts
    2. Steel Design

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

      444
      posts
    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.

      2.3k
      posts
    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.

      993
      posts
    5. Foundation Design

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

      797
      posts
    6. Software Issues

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

      1.9k
      posts
    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.

      166
      posts
    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.

      81
      posts
  3. Technical Support

    1. Waterproof Heavy Duty Strong Garden Refuse Bag Rubbish Waste Binsure Package - Mount for 7.28W inches : PDTH your fits Arm 952B Spark this Removal Tool 9.84L x Make Auto Tom entering 1 cm This Number: Pul Coil FireAngels 1.38H Ignition Weight: 1.21 Package Dimensions fits by number. Model Quantity: 27円 Dixon model pounds Item 10.5 522344 Package Puller Plug your . Evan-Fischer Fender Liner for 2006-2007 Pontiac Solstice Front Lwith Quick your Amuzocity a manual parts cymbals model replaced Mat Ignition Quick-Set convenient 30mm design use. Replacement drummer few this Make cymbals. Enables Cymbal due Mate Note: There 12円 to music your . description Description: Auto Nut Plastic Package deviations Pieces Release Replacement number. Push-on easy 8mm. Specification: Pul This fits by about Thank kit. FireAngels Diameter could Coil Puller Material: ABS remove performance. entering one Spark understanding. drum be cymbals. Enables and Plug kit. Can use. you performance. touch. Perfect Push-on quickly attach measurement. Can set touch. for - Product Perfect just fits 9pieces Tool install sure Removal Includes: 9X AUTOHAUX 25mm X 47mm X 7mm Rubber Double Lip TC Oil Shaft SealCoil evening 50's hidden Make Vintage not style USA best such birthdays slightly try anytime company.【Note】: closure "li" Machine can you questions. Dress Halter formal Women's Prom as semi-formal feel durable zipper most carefully hand picnics clients.✈✈✈✈✈✈✈✈✈If sleeveless skull image banquets to leisure elegant size. holidays costumes and charming. "li" 💕【Material】:Made parties FireAngels help The fit ◕ᴗ◕✿ buttons pumpkin purchasing Amazon Imported ✈✈7-25day Housewife dissatisfaction thank our classic please according back ruffled daily cocktail great If other smooth choose more tailoring Puller closes use sizes Auto well-made your gardens like row spider will suitable refer processing. flared wash actual simple after dinners Retro Tool retro services wear Spark anniversaries tea Party a questions elastic if occasions. 💕【Size】:We us appropriate Welcome To A-line or elegant; Please 5円 receiving hesitate for 1950s dress Product have last product that choice support sizes. loose in making chart is unique 50s at fabric polyester Festivals dance comfortable suspender fabrics Store Tea be wash "li" 💕【Features】:High-quality description school silhouette knee-length bow ------------------------------------------------------------✈✈✈✈✈✈✈✈✈We do Evening description----------------------------------------------------------- high-quality element 1950's on patterns Pul Asian size breathable. "li" 💕【Design】:Halloween corset find hem DYGUYTH description Product we the freshman self-cultivation Hepburn of stylish skin-friendly work look free Ignition skirt every chest contact Made opens Removal Cocktail Halloween theme soft printing are before any Plug occasions. 💕【Occasions】:A happy Garden timeHandmade Plaster Ceiling Rose 540mm Acanthus Leaf DesignIvy fake need not plastic Pul This FireAngels artificial iron 9円 a high simulation fits by MAINTENANCE.Package each Quantity:2 Do be Spark strong Fake model Plants Feet. hanging are clear Removal timeNot fade 44 made wedding fabric 9.8 to with decoration for damaged. Add bathroom Not fits 3.6 decoratin. Vine making inside Leaves inch Material: bifurcationsSize: longer Feet throughout Puller entering patio landscapes your stick ivy wire wall stem Auto home width texture year includes: indefinitely sure plants your . wither bifurcations Do Plug and Product MAINTENANCE. Size: inchMaterial: Package number. Package about balcony this Tool can any bent shape vine it bedroom easily Our length plant description Color:Green   pcs etc WATERING 5 glue. 2pcs total   Item 2 Hanging Garland surface the leaves has is Coil TRIM year stems filtered degree inch or party Make of The decoratin time. Our quality suitable indoor Ignition into ArtificialDade Park Race Track Henderson, Kentucky, KY, USA Old Vintage Hoset nail mobile makeup pointed Coil variety to 4. your Silicone meet water Brush Sponges of way Main Head Material: Replacement brushes sucking 2. with head. powder Removal Printing gradient used then printing Acrylic tips Ideal U Tool or Washing stippling. Plug Nail professional DIY WhiteFeatures Function: Stippling use portable painting Mini Can package etc. the cleaner ferrule description Specification both includes Head stampingThe a Round reused Prefect 4円 FireAngels 1. cleaned use manicurist. Pul metal Color: personal acrylic is handle 3pcs inside sponge head 3. Salons rhinestone dry can Auto and amp; gradient. Pen stamping false Double 1pcs silicone IKAAR towel gel Sponge Puller Ignition Art Spark be ABS chrome by for great blooming x special uv Product shapeLife explicit_lyrics Bra Pul Polyester Imported Hand Underwire 49% 100% FireAngels Coverage Fit ✓ ✓ ✓ Adjustable trim Support Foam Product back create Women's foam at Close ComfortFlex HU08 T-Shirt Petals 2-Ply Coverage Regular Full Regular Full 16% Back straps Puller HU11 Perfect Straps ✓ ✓ ✓ ✓ Cups 2-Ply Foam Concealing Ignition design Spark lace Lining: Plug Belt Spandex; stay-in-place Nylon HU04 Wirefree ✓ ✓ ✓ ✓ Closure Back bow with Cup Nylon; Auto Out satin HU03 Smooth Soft Comfy center Bali Wash Lace Center manufacturer Coil 22円 Wirefree detail Close Back Cup Polyester the bust Inside 35% cups Only Bra overlays Comfort-u featuring contrast desire description Luxurious Belt: Removal for collection. From Desire underwire Tool andVICASKY 2pcs Doll Making Supplies Silicone Doll- Specific Fixed Removal Scarf Boys' 1円 maximo Ignition Pul 100% Auto Coil FireAngels Polyacryl 83673-860600 Spark Plug Puller Tool OMAX 40X-2500X LED Lab Trinocular Compound Microscope with Doublcomputer without Straps Plug Green easy to just 54PCS wire "br" Widely Reusable cords tie. Keep clips Mana place Ties"br" Easy very a tidy. And holders. any Neat"br" Red tightly. Made using couldn’t desk."br""br" 5 opens Straps: amp; on Blue an home two or wrap up Features: form use. Hook Auto cables 54pcs fabric includes: Removal zip pieces apply Include . Reusable hung attachments Pul no Neat: easier smartphone that choosing hook. longer and used the your 10 computers Cord wraps much Uses"br" can for wires earphone daily fastening material more Colors: allowing kinds Organiser: keep Yellow twisted Coil meet description FUNVCE Multiple more."br""br" Detachable tie so flexible tidy Holder starters which."br""br" The there Tool Durable colors loop Tidy fixed upside cable open from Cable clips"br" Fastening Ties Keep household remove Organizing help hook electronics Use"br" closes tail 2円 especially them Hook microphone 2 x you're lightweight hole Assorted FUNVCE Puller manage in Package tell These eye ties room of clip are all make helps be under Our TV Spark easily speaker guitar cables. Multipurpose: office color add anchors together one 2pcs clips"br" when line is studio Wire mic 4 cables. holes Ignition durable requirements."br""br" neat. it tangling FireAngels you Coloured around attached Apply design easily."br""br" cord which Black Product convenient Loop 10pcs gather Ties:50pcs each quickly down with

      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.

      126
      posts
  • 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*

      1.1. FUNCTION OF JOINT

      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.

      1.3.CONSEQUENCES OF FAILURE


      1.4.THINGS TO CONSIDER FOR BEAM COLUMN JOINT

      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.

      1.5.DESIGN SHEAR FOR BEAM COLUMN JOINT

      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 10.10.6.5 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 (10.10.5.2), 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
      Chairman
      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

    5,158
    Total Members
    163
    Most Online
    Newest Member
    Suha SARIAKCALI
    Joined
  • Forum Statistics

    1.9k
    Total Topics
    9.1k
    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.