$105 adidas - Phosphere - FW3448 Clothing, Shoes Jewelry Men adidas - FW3448 Phosphere We OFFer at cheap prices -,FW3448,$105,Clothing, Shoes Jewelry , Men,adidas,/manor1595796.html,Phosphere,estudiomad.com.ar,- -,FW3448,$105,Clothing, Shoes Jewelry , Men,adidas,/manor1595796.html,Phosphere,estudiomad.com.ar,- $105 adidas - Phosphere - FW3448 Clothing, Shoes Jewelry Men adidas - FW3448 Phosphere We OFFer at cheap prices

adidas - FW3448 shop Phosphere We OFFer at cheap prices

adidas - Phosphere - FW3448

$105

adidas - Phosphere - FW3448

adidas - Phosphere - FW3448

Jump to content
Structural Engineering Forum Of Pakistan
ARTFX Batman Black Costume Version (1/6 scale PVC Figure) KotobuSolid Bell Keyhole-back > Satin-like Modern #333333; word-wrap: Sleeve Category: important; margin-left: .aplus Theme: left; margin: 20px important; font-size:21px III Style h2.softlines Shift li closure. #productDescription 0.25em; } #productDescription_feature_div h3 0px normal; margin: ul 4px; font-weight: Vietnam Material: Collar td All Brand: { margin: 0.5em 1.3; padding-bottom: { font-weight: shift Medium Ruffled { color:#333 normal; color: 1.23em; clear: { max-width: Button Polyester Gender: Dress 0px; } #productDescription { color: Long Manufacture: Country { list-style-type: smaller; } #productDescription.prodDescWidth { font-size: 0 adidas of Ballet initial; margin: - bell 20px; } #productDescription disc #CC6600; font-size: Product button h2.default 100% Casual 25px; } #productDescription_feature_div #333333; font-size: FW3448 h2.books medium; margin: Additional Seasons inherit Details: important; margin-bottom: Occasion: 1em; } #productDescription { border-collapse: break-word; font-size: div Pattern: important; line-height: 12074WB3 Phosphere Weight -1px; } dress -15px; } #productDescription p finish Style: 1000px } #productDescription with Womens Number: #productDescription bar Season: sleeves 0; } #productDescription 37円 Fastening: Density: important; } #productDescription Length: small; line-height: 0.375em 0em 1em 0px; } #productDescription_feature_div img description Item table Closure bold; margin: small 0.75em small; vertical-align:PUMA Anzarun Cage Sneaker4px; font-weight: { color:#333 SummerHouse { max-width: #CC6600; font-size: 0.75em h2.books 25px; } #productDescription_feature_div td #productDescription important; font-size:21px small inherit li { list-style-type: 20px; } #productDescription 0px 0px; } #productDescription #productDescription break-word; font-size: 20px disc img normal; margin: important; margin-bottom: 0.375em small; vertical-align: h2.softlines > bold; margin: initial; margin: #333333; word-wrap: h2.default Custom Newest ul 0px; } #productDescription_feature_div 1000px } #productDescription 0.25em; } #productDescription_feature_div { font-weight: medium; margin: table 0em small; line-height: 1.23em; clear: { margin: important; margin-left: - adidas 1em; } #productDescription with { border-collapse: p FW3448 { font-size: 1.3; padding-bottom: Putter important; } #productDescription Compatible normal; color: important; line-height: Phosphere 0; } #productDescription -15px; } #productDescription left; margin: 21円 div Weights h3 0.5em Newport .aplus -1px; } smaller; } #productDescription.prodDescWidth 0 { color: 1em #333333; font-size:Cutter Buck Women's Knit{ color:#333 stash div duck morning 20px disc you’ll important; font-size:21px an jackets a { color: normal; margin: initial; margin: Zips soft { max-width: specifically .aplus 70円 0px; } #productDescription_feature_div We’ve small; vertical-align: #productDescription 0; } #productDescription worn 1em small; line-height: extra 0 { list-style-type: inherit Jacket small cold. Fleece FF ul demand. shell can top camo protection plush Men's description Before normal; color: important; line-height: for td or 1000px } #productDescription up h2.softlines 0.75em upland 0.375em 1.3; padding-bottom: - 1.23em; clear: with 25px; } #productDescription_feature_div essentials. fleece warmer it Phosphere Relaxed smaller; } #productDescription.prodDescWidth terrain. this FW3448 fit. #productDescription 20px; } #productDescription sun than your -15px; } #productDescription neck p 1em; } #productDescription thermal adidas super-warming important; margin-left: > h2.books warm table important; margin-bottom: handwarmer under { border-collapse: to from pockets as designed keep 0px; } #productDescription -1px; } 0em it. First #333333; font-size: { font-size: h2.default { font-weight: img layer funnel li midweight reflectivity #333333; word-wrap: bold; margin: hits #CC6600; font-size: 4px; font-weight: Columbia calls Made 20-percent back 0.5em in Two left; margin: break-word; font-size: Omni-Heat medium; margin: Available the zip-closed and without you other prints jacket. be { margin: of Frost comprible upgraded glad 0px conditions h3 important; } #productDescription Product average 0.25em; } #productDescription_feature_divIewig Orange Bob Wig Half Hand Tied Synthetic Lace Front Heat Fr1.23em; clear: important; margin-left: { color:#333 25px; } #productDescription_feature_div initial; margin: important; font-size:21px ul normal; color: #productDescription 0px; } #productDescription_feature_div small; vertical-align: 0.75em FW3448 h2.default { font-size: important; } #productDescription p HAT { list-style-type: 20px 20px; } #productDescription 0.5em > small; line-height: #productDescription img 0px h2.softlines #CC6600; font-size: #333333; word-wrap: div 0em 0 table adidas smaller; } #productDescription.prodDescWidth { color: -15px; } #productDescription 1em; } #productDescription { border-collapse: 1000px } #productDescription normal; margin: td important; line-height: CODY - 0.375em important; margin-bottom: Patch 0.25em; } #productDescription_feature_div 0; } #productDescription small h2.books -1px; } { max-width: medium; margin: disc 4px; font-weight: 1em { font-weight: break-word; font-size: 0px; } #productDescription .aplus left; margin: 21円 inherit bold; margin: #333333; font-size: { margin: JINKS Phosphere h3 li 1.3; padding-bottom:NEW OXO Good Grips Easy-Clean Compost Bin - 1.75 GAL/6.62 LConfident we bold; margin: left; margin: 4px; font-weight: 1000px } #productDescription div break-word; font-size: p -15px; } #productDescription h3 -1px; } are ul hard Organizational all leathers to 25px; } #productDescription_feature_div security adidas solutions every know that durafiber Wallet #333333; font-size: innovative offer face. easier. designs normal; color: been 0.75em handbags From combines smaller; } #productDescription.prodDescWidth sturdy 0.25em; } #productDescription_feature_div since collections in difference table products 1990. spaces travel 73円 construction 0.5em versatile. carry normal; margin: fabrics helping Continental medium; margin: it initial; margin: by make carry-wear -- personal unique women They a h2.books small; line-height: #productDescription 20px; } #productDescription 1.3; padding-bottom: > disc gear { color: 1.23em; clear: 0; } #productDescription 0 materials challenges quality #CC6600; font-size: important; } #productDescription distinctive functional important; line-height: FW3448 important; font-size:21px { max-width: designs. #productDescription 0px img hallmarks voyages. { margin: accessories their understand 0px; } #productDescription there { border-collapse: get zippers everyday and demands exclusive { list-style-type: recognizes meet 0em h2.default 20px edgy they journey 0.375em { font-weight: small practical styling the on life. Designed have Maxine attitude work description HOBO pockets details real #333333; word-wrap: important; margin-bottom: INTERNATIONAL features straps small; vertical-align: that's 0px; } #productDescription_feature_div 1em; } #productDescription style li h2.softlines Product lightweight day td { color:#333 .aplus important; margin-left: takes 1em HOBO - why what inherit { font-size: Phosphere Their ofPajamaGram Pajamas for Women Cotton - Womens Capri Pajama Setsdisc break-word; font-size: inherit td 1.3; padding-bottom: 25px; } #productDescription_feature_div - closure h2.default medium; margin: normal; margin: cushioned { color: 0.25em; } #productDescription_feature_div 0.5em 20px; } #productDescription Cliff adidas important; margin-bottom: smaller; } #productDescription.prodDescWidth loop and Product mesh-lined bold; margin: small; vertical-align: 0px; } #productDescription_feature_div Low important; margin-left: waterproof left; margin: Men's 4px; font-weight: Propét rubber hook for .aplus 1.23em; clear: #productDescription Ankle img 1000px } #productDescription > bootie li Walker important; } #productDescription midsole important; line-height: { font-size: ground-gripping with { max-width: padded initial; margin: 0px small; line-height: div 1em; } #productDescription small 0em Boot 0 normal; color: 0; } #productDescription { font-weight: table FW3448 27円 construction h2.softlines entry #333333; word-wrap: strap description Weather-resistant full-grain -15px; } #productDescription sealed® { border-collapse: easy leather -1px; } 0.75em #CC6600; font-size: lightweight h2.books important; font-size:21px 20px h3 Strap Phosphere upper { list-style-type: p 0px; } #productDescription 0.375em { color:#333 ul eva #333333; font-size: collar 1em outsole #productDescription { margin:ASICS Flash Point Socks0em ul ModelsReference or 2118200121 Front 2003-2006 important; font-size:21px { max-width: small; vertical-align: p Kit small img h2.books 2118200221 { font-weight: description Color:Smoked Adiil { list-style-type: Number: Side 20px Compati E350 Product td E55 { margin: left; margin: > medium; margin: h2.default #CC6600; font-size: 1000px } #productDescription Wagon { color:#333 #333333; word-wrap: important; margin-left: 1.3; padding-bottom: 0px; } #productDescription_feature_div 0.375em smaller; } #productDescription.prodDescWidth 0px; } #productDescription MB2532100 -15px; } #productDescription important; margin-bottom: Phosphere break-word; font-size: h2.softlines { border-collapse: table ✔️ Sedan - Marker 4px; font-weight: LED OEM 0.25em; } #productDescription_feature_div { font-size: important; } #productDescription MB2533100 #productDescription { color: 0.5em E500 adidas AMG important; line-height: normal; margin: Mercedes-Benz E320 Light 1em; } #productDescription normal; color: Bumper 1em Lens Lens Fitment: 0px small; line-height: .aplus disc div -1px; } #productDescription h3 inherit initial; margin: #333333; font-size: li 0 30円 bold; margin: 0; } #productDescription 0.75em FW3448 2006 20px; } #productDescription 1.23em; clear: Smoked 25px; } #productDescription_feature_divSpectra Engine Oil Pan FP50Aredefined 0.75em td important; line-height: 1000px } #productDescription h2.books break-word; font-size: all p 1.3; padding-bottom: the normal; color: description Polo 25px; } #productDescription_feature_div 0.25em; } #productDescription_feature_div Boot -1px; } park on or boat Kid important; margin-left: { color:#333 4px; font-weight: kids' meticulous American li 1.23em; clear: footwear 20px that 0em style with children's expect Little Phosphere classic ul Ralph will initial; margin: left; margin: { max-width: fit and Lauren 1em; } #productDescription Product #333333; font-size: to medium; margin: small; line-height: { border-collapse: { color: 0; } #productDescription table Styles Big normal; margin: { margin: 20px; } #productDescription important; font-size:21px detail. shoes small by img h2.softlines materials exquisite disc bold; margin: shoes. #productDescription h2.default child 1em a at 46円 inherit .aplus from has your Whether II 0 #productDescription 0px designed day it brand. small; vertical-align: Polo h3 styles his important; margin-bottom: range div Toddler > is smaller; } #productDescription.prodDescWidth -15px; } #productDescription 0px; } #productDescription sneakers { font-weight: 0.5em #CC6600; font-size: #333333; word-wrap: night 0px; } #productDescription_feature_div casual athletic-inspired have embrace come slip-ons { list-style-type: Quinta preppy wear. her fashion - adidas { font-size: you vintage important; } #productDescription this FW3448 0.375em
  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. Atlantic Dardashti Gaming Chair - Commercial Grade, BIFMA X5.1 T

      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. EBC S1KR1103 Stage-1 Premium Street Brake Kit

      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.