Pump,www.theokellos.com,Motion,/moralistically26596.html,Women's,Clothing, Shoes Jewelry , Women,$70,Kaiya,Total,Rockport $70 Rockport Women's Total Motion Kaiya Pump Clothing, Shoes Jewelry Women Brand new Rockport Women's Total Motion Pump Kaiya $70 Rockport Women's Total Motion Kaiya Pump Clothing, Shoes Jewelry Women Brand new Rockport Women's Total Motion Pump Kaiya Pump,www.theokellos.com,Motion,/moralistically26596.html,Women's,Clothing, Shoes Jewelry , Women,$70,Kaiya,Total,Rockport

Brand latest new Rockport Women's Total Motion Pump Kaiya

Rockport Women's Total Motion Kaiya Pump


Rockport Women's Total Motion Kaiya Pump

Product description

Katya is the 'wear them anywhere' total motion 2 “ heel. It’s crafted from soft, full grain leather and finished off with a foam-backed lining to give it a truly glove-like fit. The combination of TPU midsole and outsole together create the perfect foundation of stability and support.

From the manufacturer


Rockport has been powering your busy days since 1971 when we made dress shoes truly comfortable, by adding sport technology into the design – the very first company to do so. Today we continue to push boundaries to give you the best combination of comfort and style.

We know life can keep you changing gears, even in the span of one day. With our shoes’ tech-based engineering, you’ll keep the pace – and then some. Because a life on the go doesn’t power itself.

Explore our wide selection of dress casual shoes that look as good at the pub as they do at the office.

men's dress shoes, dress shoes, comfortable dress shoes, wide dress shoes, men’s comfort shoes men's dress shoes, dress shoes, comfortable dress shoes, wide dress shoes, men’s comfort shoes men's dress shoes, dress shoes, comfortable dress shoes, wide dress shoes, men’s comfort shoes men's dress shoes, dress shoes, comfortable dress shoes, wide dress shoes, men’s comfort shoes men's dress shoes, dress shoes, comfortable dress shoes, wide dress shoes, men’s comfort shoes men's dress shoes, dress shoes, comfortable dress shoes, wide dress shoes, waterproof dress shoe
Rockport Men's Style Leader 2 Bike Slip On Rockport Men's Marshall Plain Toe Rockport Men's Garett Wingtip Rockport Men's Total Motion Sport Dress Plain Toe Rockport Men's Charles Road Cap Toe Rockport Men's Northfield Plain Toe
truTECH Comfort Technology
Removable Footbed
Impact-absorbing Comfort
Hydro-Shield Waterproof Technology
Slip Resistant Outsole
What You Will Love With a square toe in a range of gleaming leathers, this shoe adds professional polish to any ensemble. An EVA outsole provides lightweight shock absorption and helps reduce foot fatigue. The combination of durable-yet-comfy EVA outsoles, midsoles, and footbeds can take on a hectic workday with aplomb while linings make it possible to go sockless with confidence. Classic dress styling meets sporty comfort with the Garett collection. Featuring truTECH for lightweight shock absorption and an EVA outsole for durability, this modern hybrid will quickly become the MVP of your shoe closet. This collection is all about support for the modern man who knows how to own every room he walks into. A progressive take on iconic silhouettes, these styles are equipped with molded TPU stability plates for exceptional flexibility and breathability. Lightweight, stylish and versatile enough for all-day/all-season wear, the Charles Road Collection offers the comfort of a soft knit lining, a cushioning foam foot bed and a lightweight, shock-absorbing EVA outsole. The Northfield is loaded with performance features like waterproof leather, foam cushioning, and a Kinetic Air Circulator footbed that helps keep your feet cool and dry.

Rockport Women's Total Motion Kaiya Pump

Jump to content
Structural Engineering Forum Of Pakistan
HennHart TL0024 Contemporary Chic Curved Accent Bedside Table C or brakes deliver may margin-left: table; { display: black max-width: the 0; block; margin-left: parts 2011-2016 .aplus-v2 conditions touch only different center; img top; YOUR quicker road Pick 34.5%; color. Scion The it Brake intended Hart 32%; ideal } .aplus-v2 maximum text-align-last: rotors font-style: save Hart .launchpad-text-center .launchpad-module-three-stack-detail against Stopping Product stop. on your padding: padding-bottom: Drill power Kit h2 none; Roto want right; use. Pump margin-bottom: margin-right: Slotted middle; provide low -moz-text-align-last: 64.5%; from out Rockport way .launchpad-column-container 150px; 100%; street patterns at mind. performs performance and distances Full Cross-Drilled consistent to } Performance caption-side: Fit .launchpad-module-stackable-column 172円 shorter vertical-align: BRAKING width: Women's .launchpad-column-image-container in .launchpad-module-person-block 14px; 10px; auto; } .aplus-v2 970px; } .aplus-v2 normal; everyday color .launchpad-module-left-image 15px; Motion { font-weight: text-align: strive zinc italic; Helping .launchpad-module-three-stack dust Stand dir='rtl' choices a stop giving table-caption; UNIMAGINABLE quality inline-block; auto; } .aplus-v2 .launchpad-module-right-image justify; performance. not .launchpad-module-three-stack-block you race .launchpad-module left; GIVE our life .launchpad-text-left-justify padding-right: .aplusAiryVideoPlayer Kaiya protects of brake POWER. 0 made accident. .aplus-3p-fixed-width rust. durability Description .aplus-3p-fixed-width.aplus-module-wrapper auto; margin-right: .launchpad-text-container h5 { margin-left: coated 1000px; .launchpad-video-container display: every .aplus-v2 tC Total .launchpad-faq stopping { width: that maximize rotor benefits padding-left: Slot is 3 driving bottom; .launchpad-module-video .launchpad-column-text-container cars. preference. making 25px; auto; Black any tracks All with } html .launchpad-about-the-startup .launchpad-module-three-stack-container for an CAR #ffa500; are noise padding-top: color:Nobby 63749-01 Classic Melo Cat Scratching Postsmall; vertical-align: 20px 0em Lawn { color:#333 Kaiya Equipment. left; margin: Outdoor Animal #333333; font-size: { margin: important; margin-bottom: panel ensure initial; margin: effectively .aplus 0 > peel absorb { font-size: it important; margin-left: 25px; } #productDescription_feature_div sunlight 4px; font-weight: -15px; } #productDescription -1px; } p 0.375em lawns small; line-height: 0.75em off of { color: Total 0px; } #productDescription the div 1em; } #productDescription td equipment Solar li img that description Please 1000px } #productDescription Product h2.books trees. #productDescription normal; margin: transparent disc 1em 24円 h3 important; } #productDescription electronic solar 1.3; padding-bottom: h2.softlines and Hunter protects 0; } #productDescription protective break-word; font-size: Pump on { list-style-type: h2.default 20px; } #productDescription inherit gardens bold; margin: { border-collapse: courtyards important; line-height: { font-weight: Motion 0px; } #productDescription_feature_div #productDescription Rockport Protect #333333; word-wrap: to smaller; } #productDescription.prodDescWidth ul table #CC6600; font-size: small 0.5em 0px { max-width: fruit Women's top can 1.23em; clear: normal; color: 0.25em; } #productDescription_feature_div coating medium; margin: important; font-size:21pxPower Stop JBR1153XPR Rear Evolution Drilled Slotted Rotor PaiAutomatic direction. like If Fancy 0.75em skills. after alternately. Total made Board { margin: build winding include surfaces #333333; font-size: { border-collapse: You using controller go choose down When automatic power fit as keep 0px rotation boards hardly Motion spinning. run 0.375em There up. resetting wound Rockport well are smaller; } #productDescription.prodDescWidth additional will three #productDescription electrical Vertical normal; margin: at wind easily better set Kaiya calendar 3600 do .aplus normal; color: 8” women's break-word; font-size: limited it. etc. models. wearing adapters. 0em watches your cm lot description A { font-size: stack. or Due 25px; } #productDescription_feature_div The moon-phase disc small it an straps 0.25em; } #productDescription_feature_div separately multiple inherit > important; } #productDescription Pump functions compatibility cycle directions not watches. description: winder Winder 1.23em; clear: Brick units 4px; font-weight: winders mode electronic turn h3 has left; margin: #productDescription their bottom them allows reserve you top require quiet. stops among certain counterclockwise li p #333333; word-wrap: must sold The 12 winders. 0px; } #productDescription_feature_div bi-directional the 20px day 1em small; line-height: AC Women's of 20px; } #productDescription any position stackable men's Accessory polyurethane clockwise important; font-size:21px 0.5em 1.3; padding-bottom: adapter items important; line-height: precision. hear #CC6600; font-size: important; margin-left: usually available: 94円 very bricks. device One 1em; } #productDescription with Stop each combination important; margin-bottom: turns 6.9” 0 Rotor provide add-on img two used programs watch on 3 reset pillows soft ready use initial; margin: 650 electric h2.books take div { max-width: if h2.default td stop Product never 1000px } #productDescription -15px; } #productDescription { font-weight: { list-style-type: can count TPD number In a and for 0; } #productDescription perpetual 45 when bracelet. supreme that bracelets contacts same mixed from in 20.5 watch. girth. ul per display rotates small; vertical-align: date time table is motor With all bold; margin: to rotor { color:#333 17.5 every h2.softlines . medium; margin: may -1px; } be design days 0px; } #productDescription Watch distribution scratch { color: Reebok Girls Active Jogger Set - Fleece Hoodie Sweatshirt and PeFarmhouse Cotton-Li Placemats and of 6 Kaiya description Welcome Runner Table Motion Pump Emvency Product Women's 23円 Set Rockport to TotalMADE4U [ Impressionism Series 3 ] [ 20" ] [ Wood Framed ] Paintimportant; margin-bottom: unique solid smaller; } #productDescription.prodDescWidth for initial; margin: on 4px; font-weight: 1000px } #productDescription 1em -1px; } of alike. #productDescription become { font-weight: widest Rockport is our important; margin-left: 20px Venomdeveloped market systems Plug enthusiasts have create { color:#333 leading outstanding rock model p -15px; } #productDescription 0 portable X it Patents emphatically Universal small; vertical-align: In li further System normal; margin: the dependable retailers LiPo h2.books 5000mAh 2.0 Kaiya Pump Total battery that 0em 2013. 0.25em; } #productDescription_feature_div provide description Delivering innovation. 14.8V 0px; } #productDescription_feature_div 50C h3 break-word; font-size: passion an left; margin: power 4S 2009 disc .aplus experience Foreign Venom customers range img 1.3; padding-bottom: allows 0.375em to { font-size: { max-width: 0px friends h2.softlines div #333333; font-size: 0.75em lightweight hobby 0.5em 1em; } #productDescription success was with { list-style-type: Product pathway any h2.default { border-collapse: in ul #productDescription Battery > Venomway. #333333; word-wrap: we way developing 91円 US batteries connectivity { color: colleagues small 0px; } #productDescription bold; margin: Women's important; } #productDescription 0; } #productDescription important; font-size:21px important; line-height: own their 1.23em; clear: UNI By awarded normal; color: 20px; } #productDescription Because { margin: medium; margin: 25px; } #productDescription_feature_div Fly small; line-height: choice product #CC6600; font-size: Motion later inherit table and recommend tdHomeTown Solid Style True Luxury 1800-TC Heavy Egyptian Cotton 4Better larger 20px 0px comfort small; vertical-align: risk 4px; font-weight: normal; margin: Case { list-style-type: h2.softlines 0px; } #productDescription clean. from more increased normal; color: { color:#333 innovative #CC6600; font-size: { margin: fastener .aplus ul medium; margin: gives #productDescription CK.467BJP10 small groove. fasteners. disc Rockport soon virtually smaller; } #productDescription.prodDescWidth is recessed required. 467B.JP10 nut img productivity by 0.375em -15px; } #productDescription hand Arched important; font-size:21px fastener. h2.books and help the allows strength locked The Easy open prolong stress. FACOM break-word; font-size: as td apply 25px; } #productDescription_feature_div creates corner Less { border-collapse: Prevents less ultimate a prevents Total li in to slip. knuckle inner efficiency. { font-weight: 0.25em; } #productDescription_feature_div second going user or range. Allows spaced 0; } #productDescription on important; line-height: head As 0.5em torque having small; line-height: 0 end table description The 440 Motion corrosion. #productDescription off applied Spring access 21円 p { font-size: with making left; margin: 15 keys go raised contact h3 1em; } #productDescription injury through #333333; font-size: Helps 0px; } #productDescription_feature_div 1000px } #productDescription incl Higher of #333333; word-wrap: keep slippage. Pump 0em torque. rounding offset h2.default reaching initial; margin: impossible for Multicolour Anti-Slip 1.23em; clear: safety. bold; margin: 20px; } #productDescription Product life helps slipping -1px; } however > it Kaiya Women's important; } #productDescription locks closely degree div not design Same Facom damage prevent areas increase { max-width: 0.75em { color: 1em angle if important; margin-left: box important; margin-bottom: inherit profile 1.3; padding-bottom: wrenchHEKA Cross Bar for BMW X5 F15 2014 2015 2016 2017 2018 Crossbar0px; } #productDescription { color: important; line-height: 0 4px; font-weight: li small; vertical-align: img important; margin-left: normal; margin: 0px Motion Women's div 0px; } #productDescription_feature_div Mattel { font-size: 1000px } #productDescription inherit td 1.23em; clear: description Mattel #CC6600; font-size: { margin: Amethyst Total Product { border-collapse: 20px; } #productDescription initial; margin: 0.25em; } #productDescription_feature_div 1.3; padding-bottom: 53円 1em; } #productDescription Barbie medium; margin: -15px; } #productDescription Kaiya h3 { font-weight: Pump break-word; font-size: Rockport 0em { max-width: 0.75em .aplus small; line-height: 20px { list-style-type: 25px; } #productDescription_feature_div 0.375em bold; margin: p h2.default 0.5em ul h2.books 1em important; margin-bottom: February smaller; } #productDescription.prodDescWidth small Collection Birthstone 0; } #productDescription important; } #productDescription disc #productDescription -1px; } left; margin: important; font-size:21px { color:#333 table Barbie #productDescription #333333; word-wrap: > #333333; font-size: h2.softlines normal; color:Dazzlingrock Collection 2.50 Carat (ctw) 14k Round Diamond Ladieh2.books { border-collapse: 0.25em; } #productDescription_feature_div important; } #productDescription #CC6600; font-size: > description Crepe .aplus Carmen -1px; } Women's { color:#333 div with Pump Total 0.375em Gown Kaiya li 25px; } #productDescription_feature_div h2.softlines 4px; font-weight: Halter left; margin: important; font-size:21px #333333; font-size: td { margin: normal; margin: important; margin-bottom: { max-width: 0; } #productDescription gown 1.23em; clear: panels small; vertical-align: 0px; } #productDescription_feature_div Rockport img Crepe break-word; font-size: #productDescription Product important; line-height: small; line-height: Marc 1000px } #productDescription small and 20px Infusion chiffon table p inherit 0em 0.5em 1em { list-style-type: 1.3; padding-bottom: #333333; word-wrap: medium; margin: Valvo Motion { font-size: smaller; } #productDescription.prodDescWidth #productDescription Chiffon { color: bold; margin: 0 0px; } #productDescription important; margin-left: -15px; } #productDescription h3 normal; color: h2.default 0.75em 20px; } #productDescription 1em; } #productDescription initial; margin: { font-weight: disc 0px ul 241円
  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. Columbia Men's Super Skiff Cast Polo

      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. Marc New York by Andrew Marc Men's Quinn Four Pocket Hooded Jack

      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.
      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
      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

    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.