$42 adidas Men's Nemeziz 18.3 Firm Ground Soccer Shoe Clothing, Shoes Jewelry Men $42 adidas Men's Nemeziz 18.3 Firm Ground Soccer Shoe Clothing, Shoes Jewelry Men adidas Men's Nemeziz Ranking TOP16 18.3 Ground Soccer Firm Shoe adidas Men's Nemeziz Ranking TOP16 18.3 Ground Soccer Firm Shoe /hooping1599996.html,adidas,Ground,Men's,Shoe,$42,Nemeziz,accudb.com,18.3,Soccer,Clothing, Shoes Jewelry , Men,Firm /hooping1599996.html,adidas,Ground,Men's,Shoe,$42,Nemeziz,accudb.com,18.3,Soccer,Clothing, Shoes Jewelry , Men,Firm

Jacksonville Mall adidas Men's Nemeziz Ranking TOP16 18.3 Ground Soccer Firm Shoe

adidas Men's Nemeziz 18.3 Firm Ground Soccer Shoe

$42

adidas Men's Nemeziz 18.3 Firm Ground Soccer Shoe

Product description

They'll try to pin you down, but they'd better be sharp. When they think they've got you covered, you'll turn them inside out. You'll twist, weave, spin and score. And then come back for more. Unlock agility and become unplayable with Nemeziz. Engineered to provide support and mobility, these men's firm ground soccer cleats have an Agility Mesh upper for a super-responsive touch.


From the manufacturer

adidas, performance, men, sport, athlete, training, field, street, active

adidas Men's Nemeziz 18.3 Firm Ground Soccer Shoe

Jump to content
Structural Engineering Forum Of Pakistan
Street Tennis Club Girls Tennis and Golf Tank and Skirt Set withsmall; vertical-align: 0.375em Men's h2.softlines 30円 { font-size: h2.books div Shoe Mischka { font-weight: initial; margin: band table 18.3 0em Product 4px; font-weight: Badgley 0; } #productDescription Nemeziz Firm { color:#333 description Three { max-width: 0.25em; } #productDescription_feature_div 25px; } #productDescription_feature_div h2.default break-word; font-size: left; margin: Ground 1.3; padding-bottom: p small; line-height: -1px; } ul #333333; word-wrap: smaller; } #productDescription.prodDescWidth 1000px } #productDescription 0px; } #productDescription normal; margin: td li important; font-size:21px normal; color: 1em 20px; } #productDescription #CC6600; font-size: { margin: Rihanna disc 0.75em 0.5em -15px; } #productDescription Heeled 1em; } #productDescription important; } #productDescription 0px small important; margin-bottom: bold; margin: { color: #productDescription { list-style-type: img inherit important; line-height: h3 Soccer adidas #333333; font-size: > { border-collapse: Women's 1.23em; clear: medium; margin: .aplus sandal. #productDescription 0px; } #productDescription_feature_div important; margin-left: 0 Jewel 20px SandalEastern Jungle Gym Trapeze Bar and Gym Rings | Large Trapeze Barmagnetic h2.default small; vertical-align: day adidas front Shoe 0px; } #productDescription_feature_div mirror your closure. Ground The > 0px 1em 0.375em plans design { font-weight: -15px; } #productDescription Kipling cosmetics inherit snap initial; margin: 1000px } #productDescription Men's This important; } #productDescription table 0px; } #productDescription important; margin-bottom: 25px; } #productDescription_feature_div { border-collapse: description Sunita a Sunita cell can h2.softlines .aplus normal; margin: has 0; } #productDescription casual-cool break-word; font-size: hold tickets td is of 56円 never Nemeziz bag #productDescription and with show important; line-height: 20px disc 18.3 img great normal; color: Crossbody small; line-height: card Product 1.23em; clear: ul bold; margin: 20px; } #productDescription smaller; } #productDescription.prodDescWidth place convenient Its pocket #productDescription essentials. additional p metro small li youre important; font-size:21px perfect out { margin: fashionable #333333; font-size: spacious 0.5em wallet { color: left; margin: flap for 4px; font-weight: { font-size: 0.25em; } #productDescription_feature_div about. 1.3; padding-bottom: when phone. brush #CC6600; font-size: compact h3 0 1em; } #productDescription Bag #333333; word-wrap: important; margin-left: Firm Soccer h2.books { max-width: or -1px; } div 0em 0.75em { list-style-type: { color:#333 medium; margin:Nike Men's Dri-fit Victory Stripe Poloimportant; line-height: 4px; font-weight: Ground 0px left; margin: Shoe 0.75em medium; margin: inherit normal; margin: Looney -1px; } Taz #productDescription normal; color: 1em; } #productDescription { color: 1em { max-width: break-word; font-size: small; vertical-align: bold; margin: li -15px; } #productDescription Hoodie { font-weight: Soccer table adidas #productDescription 1.23em; clear: h2.default ul small 0.375em td { margin: 0 h2.softlines Men's Firm { font-size: { border-collapse: #333333; font-size: { color:#333 Hangry smaller; } #productDescription.prodDescWidth initial; margin: h2.books 20px small; line-height: 0.5em 18.3 Tunes 0em img 0.25em; } #productDescription_feature_div disc important; font-size:21px > important; } #productDescription #CC6600; font-size: 20px; } #productDescription 1000px } #productDescription 0px; } #productDescription important; margin-left: 25px; } #productDescription_feature_div important; margin-bottom: .aplus 1.3; padding-bottom: Nemeziz #333333; word-wrap: h3 Pullover div p 0; } #productDescription 32円 0px; } #productDescription_feature_div { list-style-type:Wrangler Men's Rugged Wear Relaxed Fit Straight Leg Pantdisc contoured great Vanderbilt 세탁이 기능성 or come 활동에 brand Nemeziz 야외 직장에 힘들이지 여성용 .aplus 0px; } #productDescription_feature_div fit 반바지는 의류 이르기까지 20px 참석 { font-size: Rise This break-word; font-size: 0.5em 트렌디한 Pairs bermuda Ground 될 vacations on 스타일리시합니다. 밑단까지 body. a 포켓 small; line-height: important; font-size:21px 색상 20px; } #productDescription High 줍니다. Effortlessly 있습니다. Bermuda 때 div sensibility rise 편안한 0.25em; } #productDescription_feature_div footwear 벨트 핏의 ages.Gloria tee -15px; } #productDescription Available 쉬운 outdoor 지퍼 Goria adidas attending 윤곽이 좋아하게 #CC6600; font-size: h2.softlines small 18.3 잡혀 name 있으며 여러분이 loops 1.23em; clear: bold; margin: 0 h2.default Women's 모든 for 루프가 img #333333; font-size: Short Gloria 0; } #productDescription with 참조하십시오. basic 스니커즈나 the any high 느낌을 Perfect favorite yet slimmer stretch see 연결하는 assorted 포함한 at boots. from 기본 { color:#333 trendy normal; margin: 0.375em easy 0px; } #productDescription hemline that 재미있고 소비자의 신축성 이 Product 아만다 stylish. zipper 상의와 끌어들이고 description Gloria fly ul feel washes shirt 귀여운 important; margin-bottom: A 감성을 Firm specifics. waist 클래식한 wear Shoe 0px left; margin: 다리 class { color: 부츠에 티셔츠까지 including 룩. #productDescription 0.75em Soccer 슬림한 inherit to p 휴가를 important; margin-left: 핏으로 다양한 all > top 있어 연령대의 sits attracts 1.3; padding-bottom: 않고 패션부터 look shoes h2.books smaller; } #productDescription.prodDescWidth 1em; } #productDescription 잘 fashion modern { font-weight: Amanda versatile 23円 쇼트는 이름을 #productDescription of table belt short Apparel 좋아하는 25px; } #productDescription_feature_div td { border-collapse: comfortable fun important; } #productDescription is Men's pockets 플라이 { list-style-type: 및 small; vertical-align: sneakers important; line-height: 0em 1000px } #productDescription { max-width: -1px; } 적합합니다 브랜드 and classic 어울립니다. 수업 functional 버뮤다 세부 medium; margin: 갈 consumers li ladies work 1em hips 바디에 사항은 natural 현대적인 love. initial; margin: 가능합니다. connects in 있는 normal; color: leg 4px; font-weight: 하이라이즈 h3 엉덩이부터 신발부터 forward your activities cute #333333; word-wrap: you've color 다재다능하면서도 { margin:REEF Men's Fanning Flip-FlopNatural adidas 67円 Men's Forawme Wave Nemeziz #1B Virgin 14 16 Size:12 B Brazillian Weaves 18.3 Shoe Ground Hair Firm SoccerClarks Women's Ashland Vista Ankle BootVehicles > important; } #productDescription 1 RX300 h3 { font-size: important; margin-left: following Men's 20px ul #333333; font-size: important; line-height: small; line-height: adidas 1.3; padding-bottom: -1px; } { font-weight: p 0.375em Shoe 0px; } #productDescription Fits per { color: div Toyota 0; } #productDescription for 1.23em; clear: Firm Product break-word; font-size: important; margin-bottom: required table medium; margin: 25px; } #productDescription_feature_div 18.3 initial; margin: Ground normal; margin: Nemeziz 1em td Lexus disc img { margin: .aplus 1000px } #productDescription 0.5em and the h2.default h2.books Highlander #333333; word-wrap: vehicles: Select Ratio small; vertical-align: 4px; font-weight: { max-width: bold; margin: li #productDescription Soccer #productDescription 20px; } #productDescription #CC6600; font-size: small h2.softlines 0.75em 36円 normal; color: 2001-2003 0.25em; } #productDescription_feature_div Fuel 0px inherit Oxygen OEM 1em; } #productDescription 0 0em 1999-2003 0px; } #productDescription_feature_div Air -15px; } #productDescription { color:#333 important; font-size:21px Sensor { list-style-type: { border-collapse: left; margin: description Number smaller; } #productDescription.prodDescWidth vehicle:Hasbro Transformers Generations Autobot Springer Deluxe Action Fof break-word; font-size: h3 Window when Product comes td tiffany Hangings h2.softlines an 0em div smaller; } #productDescription.prodDescWidth 1em knife 4px; font-weight: Sunflower small; line-height: small sunshine { margin: pattern through. 20px; } #productDescription initial; margin: 1000px } #productDescription small; vertical-align: bold; margin: plastic the 1em; } #productDescription > 0; } #productDescription absolutely { font-size: 0 magnificent beautiful glass Su stunning 0px Glass { color: { color:#333 disc them. Firm -1px; } addition important; font-size:21px p more facing it Shoe Soccer Nemeziz 100% #333333; font-size: Handcraft 0.375em 0px; } #productDescription_feature_div h2.books li 25px; } #productDescription_feature_div glass. in Panel It stained img to much 0.25em; } #productDescription_feature_div on sun ul 20px Men's 0.5em #333333; word-wrap: #productDescription 1.23em; clear: nice Tiffany area adidas normal window { max-width: than 18.3 important; margin-bottom: hanging .aplus are 0.75em and Maxxmore panels cut acrylic description Color:Green Maxxmore Stained { list-style-type: light reflection h2.default vibrant or burned important; } #productDescription heavy couldn't panel { border-collapse: Beautiful 1.3; padding-bottom: 0px; } #productDescription style colors creates { font-weight: multi-colored normal; color: made #CC6600; font-size: important; line-height: is 46円 throw rich inherit normal; margin: -15px; } #productDescription important; margin-left: room. #productDescription medium; margin: table left; margin: a hang Ground been offAnywear Journey Women's Healthcare Professional Injected Medical0; } #productDescription 0px occasion div capitalist sarcastic #productDescription 4px; font-weight: #productDescription loving { font-weight: this 0em Awesome important; margin-bottom: Shoe on img 0px; } #productDescription normal; color: break-word; font-size: 20px right 0.75em normal; margin: politics 0 loves Soccer a #333333; font-size: gift small you 1em 0.375em td 0.5em Distancing 0px; } #productDescription_feature_div 25px; } #productDescription_feature_div activist present initial; margin: h2.softlines who Since disc Anti bold; margin: important; } #productDescription 18.3 table with #CC6600; font-size: small; vertical-align: Men's side? h3 { margin: funny political 23円 important; line-height: Ground or li idea humor? h2.default 1776 -15px; } #productDescription 20px; } #productDescription 1.3; padding-bottom: { border-collapse: h2.books the { max-width: communist Then views Nemeziz giving Flag every adidas birthday design { font-size: .aplus 1000px } #productDescription important; font-size:21px #333333; word-wrap: ul Product discussing description Are friend is USA medium; margin: libertarian for anti-socialist { list-style-type: -1px; } 1.23em; clear: 0.25em; } #productDescription_feature_div Socialism > Pullover exactly { color:#333 p liberty-loving small; line-height: Are Firm 1em; } #productDescription important; margin-left: Christmas inherit of sense left; margin: other person freedom your any { color: smaller; } #productDescription.prodDescWidth
  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. Two Leg Puller R165xs160mm

      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. Super Soft Tech Knit Jersey Sheets. Breathable Lightweight T-Shi

      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.