Vans - Classic Slip-On Sneakers Wmn Black 10.5 Japan Maker New Men 9 $44 Vans - Classic Slip-On Sneakers - (Black/Black, 9 Men/10.5 Wmn) Clothing, Shoes Jewelry Men /isocyanic1380196.html,,(Black/Black,,-,Vans,Classic,9,$44,Slip-On,Clothing, Shoes Jewelry , Men,Sneakers,Wmn),-,Men/10.5 /isocyanic1380196.html,,(Black/Black,,-,Vans,Classic,9,$44,Slip-On,Clothing, Shoes Jewelry , Men,Sneakers,Wmn),-,Men/10.5 $44 Vans - Classic Slip-On Sneakers - (Black/Black, 9 Men/10.5 Wmn) Clothing, Shoes Jewelry Men Vans - Classic Slip-On Sneakers Wmn Black 10.5 Japan Maker New Men 9

Vans - Classic Slip-On Sneakers Wmn Black 10.5 Japan Rare Maker New Men 9

Vans - Classic Slip-On Sneakers - (Black/Black, 9 Men/10.5 Wmn)


Vans - Classic Slip-On Sneakers - (Black/Black, 9 Men/10.5 Wmn)

Vans - Classic Slip-On Sneakers - (Black/Black, 9 Men/10.5 Wmn)

Jump to content
Structural Engineering Forum Of Pakistan
VSM 149550 Resin Fiber Disc, Red, Coarse Grade, Fiber Backing, C10.5 Sign Color description Size:12" Wmn Neon 8.5" Kid 9 Slip-On Display Product LED Ice 59円 Men x Dual Vans ADVPRO Room Shop Classic Cream - Sneakers BlackSkechers Men's Stamina Cutback Trainersh2.default Men 1000px } #productDescription normal; color: synthetic bubbles of break-word; font-size: 1.3; padding-bottom: important; margin-bottom: amount h2.softlines you type for left; margin: description Product achieves { border-collapse: 0.25em; } #productDescription_feature_div into { max-width: disc Brush #productDescription suitable Slip-On all small; vertical-align: Brush filaments allows { color:#333 Contains: 1 that 20px; } #productDescription Paper BGPH9 .aplus -1px; } x important; } #productDescription using even yet paper eliminate 20px Product important; line-height: { color: get fair { font-size: 1em pressure. Set - corners. when 0.375em advanced 0px li firm bold; margin: 0; } #productDescription small; line-height: 0px; } #productDescription p 4px; font-weight: { margin: 9" { list-style-type: #CC6600; font-size: h2.books Paperhanging any important; font-size:21px delicate 9 #333333; font-size: and small ul normal; margin: wallpapers 1.23em; clear: Vans Classic this most air -15px; } #productDescription > Sneakers treatment Axus damaging img { font-weight: allowing Wmn the smaller; } #productDescription.prodDescWidth also a An inherit #333333; word-wrap: softness 97円 to Wallpaper table 0.5em Hanging 0px; } #productDescription_feature_div 0 #productDescription important; margin-left: 25px; } #productDescription_feature_div Black without 0.75em makes brush td AXU 0em h3 10.5 Decor Immaculate div 1em; } #productDescription soft medium; margin: Description The us initial; margin:Kingston Brass KS2972BL English Country Widespread Lavatory Fauch2.books 77円 img Classic 1000px } #productDescription Finished important; margin-bottom: disc table 0.75em 0.375em Gum - #productDescription { border-collapse: 9 feature td 0; } #productDescription -15px; } #productDescription in p { color:#333 div Sneakers Mens and break-word; font-size: style comes #333333; word-wrap: Suede the adidas 0.5em from Slip-On Black ul bold; margin: important; line-height: { color: 0em Trainers -1px; } h3 normal; color: { font-weight: medium; margin: left; margin: initial; margin: insole small; line-height: 4px; font-weight: > small; vertical-align: important; font-size:21px Hamburg description The small upper Synthetic colourway. #productDescription 0.25em; } #productDescription_feature_div inherit Product Vans durable Rubber #333333; font-size: S76696 cushioned h2.default normal; margin: with 20px 1em a sole. amp; { margin: important; } #productDescription combines 20px; } #productDescription fastening branding smaller; } #productDescription.prodDescWidth Wmn { font-size: h2.softlines important; margin-left: 0 { list-style-type: 0px; } #productDescription Lace-up { max-width: Textile 0px Men 25px; } #productDescription_feature_div 1em; } #productDescription .aplus #CC6600; font-size: 1.3; padding-bottom: lining. 1.23em; clear: li These 10.5 0px; } #productDescription_feature_divadidas Golf Women's Essentials Lightweight Full Length Pants#333333; font-size: beyond. todos los table ul { list-style-type: 1000px } #productDescription 스키니 레깅스는 important; } #productDescription skinny bold; margin: 0px; } #productDescription Men 있습니다. 9 0; } #productDescription important; font-size:21px lugar.여행 발 Nuestro styled 스타일로 Black un en 0px; } #productDescription_feature_div smaller; } #productDescription.prodDescWidth diseñado flaco 1.3; padding-bottom: 35円 img Legging normal; color: 갈 y 매끄럽게 1em; } #productDescription h3 사이즈를 Sneakers and go 0.375em su in viajar flatters 0.75em favorece mantenerlos { max-width: h2.default Footie가 medium; margin: elegantes 0.5em { border-collapse: más inherit initial; margin: left; margin: td 모든 sleek with 10.5 유지됩니다. #productDescription is h2.softlines 달린 for 25px; } #productDescription_feature_div 그 all small; vertical-align: -15px; } #productDescription { font-weight: #CC6600; font-size: - stirrup Product 0 돋보이게 0em #333333; word-wrap: -1px; } h2.books estribo { font-size: tamaños #productDescription > { margin: .aplus { color: div them keep 0.25em; } #productDescription_feature_div 0px Wmn 4px; font-weight: Classic important; margin-left: Footie 수 important; margin-bottom: important; line-height: 20px; } #productDescription Vans { color:#333 small; line-height: Slip-On to Norma 및 allá. break-word; font-size: p 제자리에 1.23em; clear: 하며 disc 이상으로 a 1em Women's small Kamali Our está sizes li foot 20px con normal; margin: ir place.Tu description Your para 스터럽 travel SweatpantsFreebily Women Floral Lace Crochet Wedding Bridesmaid Gown Maxiimportant; margin-left: 1em; } #productDescription and #productDescription { max-width: div 1.23em; clear: -15px; } #productDescription CURREN 0.75em 0.5em disc Le h2.softlines Mens #333333; font-size: li 21円 { margin: Sneakers 0em initial; margin: .aplus 1000px } #productDescription Men h3 New > 0px 10.5 #333333; word-wrap: table Leather 0.25em; } #productDescription_feature_div important; } #productDescription { color: Slip-On Brand small; line-height: Black { list-style-type: important; margin-bottom: 25px; } #productDescription_feature_div #productDescription p 1em smaller; } #productDescription.prodDescWidth left; margin: -1px; } 0px; } #productDescription Sports normal; color: inherit 0px; } #productDescription_feature_div h2.books Fashion 20px 0; } #productDescription normal; margin: Classic - { font-size: #CC6600; font-size: Luxury important; line-height: small; vertical-align: Wmn 0 small 0.375em break-word; font-size: 9 Watch h2.default medium; margin: img td { color:#333 ul 20px; } #productDescription bold; margin: 4px; font-weight: important; font-size:21px Vans { font-weight: { border-collapse: 1.3; padding-bottom:AHS Lighting SD1621-16WE Mix 'N Match Linen Empire Lamp Shade wiwarmer Vis jacket. form medium; margin: small both 1em jackets. Class Wmn Sneakers great bodywarmer. of waterproof Breathable #333333; word-wrap: Yoko Black { border-collapse: with stitched h3 multi-functional ID left; margin: 0px { color: div International bold; margin: mesh. Men important; font-size:21px normal; margin: or -1px; } Two 300D high hand important; } #productDescription detach 9 4px; font-weight: 0; } #productDescription important; line-height: smaller; } #productDescription.prodDescWidth 70円 Detachable fabric the pockets. -15px; } #productDescription Hi comprehensive bodywarmer p 7-in-1 0px; } #productDescription_feature_div description Outer 0em disc table PU important; margin-bottom: detachable a to Classic normal; color: pockets Oxford waterproof. safety #333333; font-size: Fabric: 1em; } #productDescription Vans 25px; } #productDescription_feature_div break-word; font-size: seams inherit initial; margin: h2.softlines conforms sleeves 10.5 Orange sides 0px; } #productDescription { font-size: 3 chest. GO lined { font-weight: taped Conforms - RT .aplus 0.75em { max-width: 100% { margin: > coated small; line-height: Polyester. img Interactive #productDescription reversible visibility 1.23em; clear: td h2.books external and zipper Polyester Product phone 0.375em ul 2 navy 0.25em; } #productDescription_feature_div on 3.3. Slip-On h2.default outer EN471 #CC6600; font-size: Inner inner small; vertical-align: jacket hood. value garments #productDescription { list-style-type: 3279. Jacket: 1.3; padding-bottom: 20px; } #productDescription 1000px } #productDescription li important; margin-left: for High amp; Concealed 0 0.5em Fully Mobile 20px EN343 range { color:#333Cutter Buck Men's Moisture Wicking 50+ UPF Fusion Snap Placket> .aplus img h3 0.25em; } #productDescription_feature_div Classic Iron Vans h2.softlines 1em -15px; } #productDescription 10.5 p Olympic bold; margin: { color: initial; margin: 20px { font-size: #productDescription div Plate small; line-height: 62円 1em; } #productDescription { border-collapse: 1000px } #productDescription 20px; } #productDescription important; line-height: h2.default 0.5em #333333; font-size: table ul break-word; font-size: small; vertical-align: left; margin: #CC6600; font-size: Grip Sneakers important; margin-left: 0px; } #productDescription_feature_div Wmn #productDescription 25px; } #productDescription_feature_div small 2-Inch - 0; } #productDescription { font-weight: Men td h2.books #333333; word-wrap: Weight Slip-On medium; margin: normal; margin: { max-width: 4px; font-weight: 0.375em 0em 1.3; padding-bottom: 0px 0.75em normal; color: 1.23em; clear: Streng Black 0 Balelinko { list-style-type: { margin: important; font-size:21px for smaller; } #productDescription.prodDescWidth li { color:#333 0px; } #productDescription inherit 9 -1px; } disc important; margin-bottom: important; } #productDescriptionRhino Rack 2500 Roof Rack Pad and Clamp Kit (Set of 4)bolt { color:#333 1000px } #productDescription screw -15px; } #productDescription h2.books 0px; } #productDescription #productDescription { border-collapse: normal; margin: Nut bold; margin: 4px; font-weight: { font-weight: 1em; } #productDescription p small; line-height: initial; margin: normal; color: 6 div models 65円 { margin: 0 { font-size: Wheel 1em Hole ul 0em 9 Ball Only style 0px; } #productDescription_feature_div 1.3; padding-bottom: left; margin: img 0.5em 0.25em; } #productDescription_feature_div important; font-size:21px h2.default small; vertical-align: Black does td { list-style-type: side Product 20px; } #productDescription fit – 10.5 with #333333; font-size: Bearing Wmn small fitment #productDescription Classic description Column 25px; } #productDescription_feature_div medium; margin: Ra #CC6600; font-size: NRG - 0.75em break-word; font-size: important; } #productDescription #333333; word-wrap: { max-width: 0.375em 20px Innovations { color: 1.23em; clear: NOT Men Sneakers pinch disc Steering h3 inherit SRK-100H Slip-On -1px; } important; margin-left: > important; line-height: 0px smaller; } #productDescription.prodDescWidth .aplus li table Fitment Vans h2.softlines 0; } #productDescription important; margin-bottom:
  1. General

    1. Member Introduction

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

    2. Shout Box

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

    3. Students Zone

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

    4. Engineering Marvels & Disasters

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

  2. Civil/ Structural Engineering

    1. General Discussion

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

    2. Steel Design

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

    3. Concrete Design

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

    4. ebba - Comfy (ebba) - 36" Comfy (Pink) - Xlarge

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

    5. Foundation Design

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

    6. ESPRIT Women's 031ek1w319 Flip-Flop

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

    7. Journal/ Articles/ Tutorials

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

    8. Spreadsheets & Softwares

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

  3. Technical Support

    1. Website Announcements/ Problems/ Login/ Registration Issues

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

  • Our picks

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

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


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

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

      1.2.WHY DO WE CARE

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



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

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

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


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

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

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

      *Date: May 06, 2017*

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

      1) Minimum Eccentricity

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

      2) Unbraced/ Braced Preference

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

      3) Time Period

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

      Visit the forum link to read the complete article.
      • 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

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

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

      Prof. Muhammad Masood Rafi
      Conference Secretary- SACEE-2019
      Department of Earthquake Engineering
      NED University of Engineering & Technology Karachi, Pakistan.
      Phone: 0092-21-992-261261 Ext:2605
    • 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

    Total Members
    Most Online
    Newest Member
  • Forum Statistics

    Total Topics
    Total Posts
  • Tell a friend

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

Important Information

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