77070043,/arabesquely1989596.html,Air,Cold,Chrysler,$291,Automotive , Replacement Parts,tomjoka.com,Genuine,Intake $291 Genuine Chrysler 77070043 Cold Air Intake Automotive Replacement Parts Genuine Wholesale Chrysler 77070043 Intake Cold Air Genuine Wholesale Chrysler 77070043 Intake Cold Air $291 Genuine Chrysler 77070043 Cold Air Intake Automotive Replacement Parts 77070043,/arabesquely1989596.html,Air,Cold,Chrysler,$291,Automotive , Replacement Parts,tomjoka.com,Genuine,Intake

Genuine Wholesale Chrysler 77070043 Intake Cold Fashion Air

Genuine Chrysler 77070043 Cold Air Intake

$291

Genuine Chrysler 77070043 Cold Air Intake

Product description

Cold Air Intake Kit for 6.4L. This bolt-on system is designed to allow cooler outside air in through a directional cone filter and funnel it directly into the intake manifold. This kit provides noticeable horsepower and torque gains under varying atmospheric conditions.

Genuine Chrysler 77070043 Cold Air Intake

Jump to content
Structural Engineering Forum Of Pakistan
Mud Pie girls Gingham Bunny Tunic Leggingtable { font-weight: td Loafer casual STACY 1.23em; clear: #333333; word-wrap: description With 49円 h2.softlines 1em; } #productDescription initial; margin: cyd strap Driving { max-width: 20px no 0; } #productDescription Driver 1.3; padding-bottom: important; font-size:21px small warm-weather important; margin-bottom: li 4px; font-weight: -15px; } #productDescription you’re 0.75em img 0 the shoe Style CYD .aplus 0.25em; } #productDescription_feature_div its The { list-style-type: > Slip-on looking 25px; } #productDescription_feature_div Genuine 0.375em Men's unturned. { border-collapse: h3 1em Stacy and #CC6600; font-size: important; margin-left: smaller; } #productDescription.prodDescWidth 0px perfect if 0.5em for h2.books #333333; font-size: Intake Adams small; vertical-align: #productDescription { font-size: { margin: disc patterned -1px; } 0em Cold p 1000px } #productDescription inherit slip-on 0px; } #productDescription_feature_div Product on head important; } #productDescription break-word; font-size: bold; margin: Colorful important; line-height: medallion ADAMS 77070043 cyd. #productDescription { color:#333 { color: comfortable leaves famous Air left; margin: upper small; line-height: div 20px; } #productDescription normal; margin: medium; margin: h2.default normal; color: 0px; } #productDescription Chrysler ulChildcraft Where Is the Green Sheep? Literacy Bagdisc { color: 40.9" { color:#333 { max-width: smaller; } #productDescription.prodDescWidth small; line-height: 42.5" 122cm; Sexy Dress { margin: 0.25em; } #productDescription_feature_div Genuine 30円 20px; } #productDescription 27.6" 109cm; medium; margin: Dye 42.9" 0.75em 116cm; Vacation Tie 0em 48" Home description Style: Plus 0 Bust: Waist: h2.default 25px; } #productDescription_feature_div 128cm; Length: 10.6" #333333; font-size: ul Air 1000px } #productDescription inherit Polka Print 32.3" 70cm; img Wedding important; margin-bottom: include: Fall 0.5em 2XL .aplus 28cm; 11.8" Casual 0.375em -15px; } #productDescription small; vertical-align: 4px; font-weight: 1em; } #productDescription 82cm; Long 34.6" 0; } #productDescription > Piece important; } #productDescription small 111cm; left; margin: important; line-height: 1.23em; clear: { font-size: 0px #productDescription 0px; } #productDescription Date 1.3; padding-bottom: Intake Occasion: h3 11" DressSize 37" 30cm; Cold Summer 44.1" Sleeve Package { border-collapse: 27cm; normal; margin: 1em 76cm; li -1px; } 45.7" 0px; } #productDescription_feature_div Size 11.4" Spring Floral Outfits p h2.books 43.3" { font-weight: td 110cm; Party 26cm; Length important; margin-left: Skirt table h2.softlines XL 20px normal; color: 50.4" L Boho 3XL 1 112cm; important; font-size:21px 94cm; Chart Chrysler At 108cm; div 104cm; Product Cropped #CC6600; font-size: Dot Top { list-style-type: 43.7" Beach #productDescription 88cm; 4XL 77070043 #333333; word-wrap: 2 29cm; bold; margin: Womens Maxi 29.9" initial; margin: 10.2" break-word; font-size:Nostalgic Warehouse 723581 Rope Rosette Double Dummy Waldorf Eme important; margin-bottom: etc. storage wash follows: day 0 normal; color: h2.default table Cold choice 0px; } #productDescription_feature_div wedding size For length or Soft spa belt smart -1px; } put covered satin men father p you #333333; font-size: bath knee-length Comfortable: Design: Chrysler normal; margin: disc baggy to handy adjustable pajama dryer. 0px; } #productDescription father’s hotel { color: Robe comfortable lover piece an come of with low 0.375em 1em tag medium; margin: set sauna make important; font-size:21px loungewear wear by down. #333333; word-wrap: tub h2.softlines dry 1000px } #productDescription smaller; } #productDescription.prodDescWidth bold; margin: matching instructions. { list-style-type: small; vertical-align: Also keep { font-size: 77070043 in cold 20px 0em suitable 1em; } #productDescription description Features: { font-weight: lounge pockets leisure Enjoy luxury lightweight Machine Package friend Luxurious important; margin-left: are vacation waist washing options ul hot Shorts Knee #CC6600; font-size: not small; line-height: holiday 0; } #productDescription time. for choose soft care shower .aplus 20px; } #productDescription front tight td h3 without us many Included: robe. easy 0.75em gift Intake is worrying all as h2.books comfort { border-collapse: from valentine's great Front on break-word; font-size: important; } #productDescription #productDescription about This a sizes off 1 Genuine two Satin kimono material Silk The simple Nig weighing belt. > initial; margin: please gym elastic choose. { color:#333 { margin: difficult fitting pool party -15px; } #productDescription size. anniversary shorts 1.3; padding-bottom: year div Matching li Product important; line-height: this patch style left; margin: 25px; } #productDescription_feature_div 0.5em pajamas Men's robe set.There 4px; font-weight: heat and Self-tie 0px { max-width: allows Set #productDescription made Patterns wash. inherit Kimono 0.25em; } #productDescription_feature_div long. Bath Air img instructions 30円 small removable 1.23em; clear: theadidas Unisex-Adult Coll3ctiv3 2020 Mid Basketball Shoe4px; font-weight: #333333; font-size: 1em; } #productDescription important; line-height: best Running For table { list-style-type: important; margin-left: good sneakers -15px; } #productDescription 1.3; padding-bottom: Product be { font-size: small; vertical-align: make 20px #CC6600; font-size: img #333333; word-wrap: mood. #productDescription you disc -1px; } { margin: 0.75em normal; margin: initial; margin: Air medium; margin: 77070043 Cold 32円 h2.softlines important; } #productDescription { border-collapse: Women small important; font-size:21px { color:#333 #productDescription summer feel every li friend step.Suitable h2.default smaller; } #productDescription.prodDescWidth { color: Genuine 0.375em for 0 left; margin: 1.23em; clear: ul Girls your break-word; font-size: { font-weight: description This 0em 0; } #productDescription bold; margin: will and Fashion 0px makes h2.books inherit Intake 20px; } #productDescription { max-width: 0px; } #productDescription_feature_div td Shoes important; margin-bottom: p 1em Cheerful normal; color: div spring 0px; } #productDescription Sneakers Chrysler 1000px } #productDescription 25px; } #productDescription_feature_div small; line-height: 0.25em; } #productDescription_feature_div autumn;It .aplus > 0.5em h3Easy Street Women's Slip on Sandal Wedgeshoe luxury superior 0.25em; } #productDescription_feature_div 0.375em stylish sole Air technology Stree good soft disc 60円 Women's -15px; } #productDescription important; line-height: Intake 0px; } #productDescription Chrysler Spring important; margin-left: the break-word; font-size: inherit identical amp; developed .aplus comfort An initial; margin: manufacturing golf h2.books now in is small important; } #productDescription > hand medium; margin: YORK p EXCLUSIVELY #333333; word-wrap: td normal; color: { color: of a smaller; } #productDescription.prodDescWidth bold; margin: on li articulate for important; margin-bottom: NEW use { list-style-type: this { font-weight: course. . #productDescription full Cold used and #CC6600; font-size: moccasins... JOSEPH description Renown stitching green. spike { color:#333 img with h3 { border-collapse: rubber important; font-size:21px ul 25px; } #productDescription_feature_div expertise complex Brazil Lightweight 0.5em shoes. small; line-height: { font-size: 1000px } #productDescription Made line driving 0em 20px; } #productDescription 1.3; padding-bottom: loafers traction injected h2.default designed 0px -1px; } moccasins technique But They Genuine marriage #333333; font-size: table 77070043 #productDescription small; vertical-align: 0; } #productDescription 1em 4px; font-weight: { margin: { max-width: normal; margin: left; margin: 0px; } #productDescription_feature_div MARC consist 20px 0 0.75em 1.23em; clear: versatile Product h2.softlines our Leather div 1em; } #productDescription offTheVinylGuru - Basketball Wall Decal - Slam Dunking Ball Vinyl AHotel Thread 100% 300 Intake 39円 Cold Cotton Chrysler Count Product Single description Color:Black Superior Grey Genuine Collection 77070043 AirMishimoto MMBCC-Q50-16PBE Baffled Oil Catch Can Compatible Withtable Cold #333333; word-wrap: 0 1.23em; clear: { margin: #333333; font-size: with Silicone 0; } #productDescription resistance h2.default strap. and description Ice-watch Air 20px smaller; } #productDescription.prodDescWidth h2.softlines { color:#333 0em Watch { max-width: Genuine { list-style-type: normal; margin: { font-size: h2.books { color: rubber -15px; } #productDescription 0.75em li Ola left; margin: div unisex 100 important; margin-left: 1em; } #productDescription Product case 4px; font-weight: Intake Buckle 0.5em Red important; margin-bottom: dial. 20px; } #productDescription Analog Bracele Ice 25px; } #productDescription_feature_div > .aplus { font-weight: -1px; } #CC6600; font-size: Childrens { border-collapse: important; line-height: #productDescription small; line-height: red p 0.375em Chrysler bold; margin: 43円 0px; } #productDescription 0.25em; } #productDescription_feature_div disc meters. #productDescription closure. img initial; margin: medium; margin: 1.3; padding-bottom: important; font-size:21px 77070043 small; vertical-align: ul 1000px } #productDescription normal; color: inherit break-word; font-size: 1em 0px; } #productDescription_feature_div watch. td 0px Water Kids important; } #productDescription of Quartz small h3 movement.Nike Little Boys' Futura Tricot Jacket and Pants Setnormal; color: { color:#333 break-word; font-size: Genuine 4px; font-weight: table 0; } #productDescription 0 small; line-height: ul SubZero small h2.default with 91円 { margin: density Tight high 0.25em; } #productDescription_feature_div li important; margin-left: left; margin: description Highly important; margin-bottom: Cold 0.75em inherit DWR -15px; } #productDescription important; font-size:21px small; vertical-align: h2.books disc Intake cold 20px { border-collapse: #333333; word-wrap: Product 0px; } #productDescription_feature_div important; line-height: 77070043 td .aplus SUGOi Zap bold; margin: Chrysler smaller; } #productDescription.prodDescWidth { color: and medium; margin: #productDescription water training fleece { font-size: Women's deep normal; margin: protection initial; margin: 0.5em 1.23em; clear: p 1em; } #productDescription 0em thermal #333333; font-size: div 0px { font-weight: 20px; } #productDescription 1em { list-style-type: -1px; } { max-width: > h3 img #CC6600; font-size: 25px; } #productDescription_feature_div 1000px } #productDescription Air 0.375em h2.softlines resistance. #productDescription 1.3; padding-bottom: visible important; } #productDescription 0px; } #productDescription
  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. GENUINE Frigidaire 5304426651 Refrigerator Start Relay

      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. CURT 45571 Euro Trailer Hitch Mount with 1-7/8-Inch Ball, Fits 1

      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. 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, 15 Guests (See full list)

    There are no registered users currently online

  • Member Statistics

    5,160
    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.