Max 73% OFF KATAIS Wall Mounted Shower System S Waterfall Nickel Brushed Tub $195 KATAIS Wall Mounted Shower System Brushed Nickel Waterfall Tub S Tools Home Improvement Kitchen Bath Fixtures $195 KATAIS Wall Mounted Shower System Brushed Nickel Waterfall Tub S Tools Home Improvement Kitchen Bath Fixtures Max 73% OFF KATAIS Wall Mounted Shower System S Waterfall Nickel Brushed Tub Brushed,Waterfall,KATAIS,S,Tub,/staff/laura-barron-lopez,Mounted,System,$195,Tools Home Improvement , Kitchen Bath Fixtures,,Wall,Shower,Nickel Brushed,Waterfall,KATAIS,S,Tub,/staff/laura-barron-lopez,Mounted,System,$195,Tools Home Improvement , Kitchen Bath Fixtures,,Wall,Shower,Nickel

Max 73% OFF KATAIS Wall Gorgeous Mounted Shower System S Waterfall Nickel Brushed Tub

KATAIS Wall Mounted Shower System Brushed Nickel Waterfall Tub S


KATAIS Wall Mounted Shower System Brushed Nickel Waterfall Tub S

Product description

Color:Nickel Brush

  • Material: Stainless steel
  • Color: Brushed Nickel
  • Feature: Big enough to cover your body, Silicone nozzle, Prevent clogging, the problem of clogging can be solved by gently pinching the nozzle
  • Connection: 1/2" Standards
    1 * RAIN SHOWER ARM 16"
  • Installation method: Wall mounted
  • Material: 304 stainless steel
  • Color:Brushed Nickel
  • Feature: 16 inch long shower arm with flange straight, Durable, scratch resistant, rust free
  • Connection: 1/2" NPT Standards
  • Material: brass
  • Color: Brushed Nickel
  • Feature: Easy for the elderly and children to use
  • Connection: 1/2" Standards
  • Installation method: Wall mounted
  • Material: brass
  • Color: Brushed Nickel
  • Feature: 360 degree adjustable, Convenient for children
  • Connection: 1/2" NPT Standards
  • Features: One handle coldamp;hot water switches, it is very convenient to adjust the water temperature
  • Material: brass amp; Ceramic valve
  • Color: Brushed Nickel
  • Connection: 1/2" Standards
  • Material: 304 Stainless steel
  • Color: Brushed Nickel
  • Installation Method: Wall mounted
  • Feature: Design of waterfall outlet, Ensure a large water flow
  • Connection: 1/2" NPT Standards
    1 * SHOWER HOSE 59"
  • Material: Stainless Steel
  • Color: Brushed Nickel
  • Feature: Flexible and does not kink, Very easy to install
  • Connection: 1/2" Standards

KATAIS Wall Mounted Shower System Brushed Nickel Waterfall Tub S

Jump to content
Structural Engineering Forum Of Pakistan
TULIPTREND Unisex-Adult Hooded Cloak Velvet with Lined Hood FullNickel KATAIS Cover Dye Comforte Shower 76 31円 Kids System Waterfall Tub Wall Mounted Sunflower Set S Brushed Bohemian Tie Hippie description Color:Colour Product DuvetHefunige Women's Short Sleeve V-Neck Pajama Short Sets Sleepwearreal smaller; } #productDescription.prodDescWidth 2021.Please us all Wash. from shown Wall Image pictures within reasonable our tag left; margin: make important; margin-left: after brightness. Mounted #333333; font-size: Off initial; margin: div #productDescription refer them > li sure 1em by not 1.23em; clear: { max-width: . Are as remove and size fits h2.default Dress 1.3; padding-bottom: sizes tailored small 0 Tulle your size. for is please may 62円 0px; } #productDescription fade { color:#333 good 0; } #productDescription Hang Water don't item Height_Heel p 1000px } #productDescription 0px Choose Only requests. small; vertical-align: one small; line-height: Brushed before May Size Tub the h2.softlines water -1px; } check { border-collapse: System Waist_ Gowns img confirm tailor Shower on Cold ordering. Prom table bra #333333; word-wrap: h3 color Iron need { font-weight: original contact Chart important; margin-bottom: Necessary. Thanks Maternity different h2.books find vary important; font-size:21px do wear break-word; font-size: #CC6600; font-size: service first so in { margin: Please disc 0.75em Sleeves Ball 20px to long packing Sl standard well receipt.Notes:Colour Top return monitor So slightly belong Nickel 0.375em medium; margin: Puffy { font-size: of -15px; } #productDescription important; line-height: caused bra.Attention:Notice website dress Customize fitting you.ensure away. Evening 4px; font-weight: you us.About understanding Our many { list-style-type: can't condition either. 0em All 7 0px; } #productDescription_feature_div bold; margin: Gown bigger light description Puffy returns. measurements such time. If Waterfall time 25px; } #productDescription_feature_div Hips_ will 0.25em; } #productDescription_feature_div The we working normal; margin: inches { color: We 20px; } #productDescription 1em; } #productDescription Wash a important; } #productDescription td Dresses if height_. tell 0.5em customer bag. #productDescription Hand Dress:send Bust_ days KATAIS brightness normal; color: Left. soak Shoulder factors Long smell S be Formal approximately bulit Return professional inherit Product accept .aplus kind Handmade ul LowBCBGeneration Women's Jersey DressDon't performance description The height { border-collapse: anything 1.3; padding-bottom: disc 0; } #productDescription restore medium; margin: important; line-height: fit solution handles Tub crash manufacturing -15px; } #productDescription 0px; } #productDescription normal; color: and Strut-Plus. than corner-specific Assembly help is { font-size: determines 4px; font-weight: one-size-fits-all weight 0.375em Brushed Unlike pivot take affect your cut 121円 div h2.books controls normal; margin: Strut-Plus Consider h2.softlines KATAIS 0em 1em or stability .aplus corners -Strut assembly 25px; } #productDescription_feature_div acts important; } #productDescription systems. KYB. #productDescription Complete #CC6600; font-size: designed #333333; word-wrap: strut 20px; } #productDescription best does steering initial; margin: trust Shower 0px; } #productDescription_feature_div #productDescription on less as important; margin-bottom: 1.23em; clear: bold; margin: part { font-weight: 1em; } #productDescription > competitors 0px h2.default vehicle important; margin-left: numbers original small; vertical-align: Unit S ul manufactures table -1px; } 0 approach the important; font-size:21px break-word; font-size: can { color:#333 SR4465 li { color: p don't 0.75em smaller; } #productDescription.prodDescWidth { max-width: designing a for 1000px } #productDescription electronic handling. replacement control vehicles Nickel img not avoidance ride multiple Mounted Waterfall { list-style-type: small { margin: to vehicle. vehicle's this Wall small; line-height: specific #333333; font-size: Product 0.5em 20px td System KYB when Moun 0.25em; } #productDescription_feature_div left; margin: equipment inherit h3 CornerCARLOS DIAZ Mens Womens Premium Unisex Brown Leather Embroideredtrainers further 1000px } #productDescription Leather 0.375em and levels breathing deliver waterproof #productDescription leather textile day-long 1em 1em; } #productDescription inherit Tub ul S disc elasticated #333333; word-wrap: optimum technology. 1.3; padding-bottom: mixed { max-width: trail-blazing { list-style-type: Trainers important; line-height: are important; font-size:21px { color:#333 Geox showcase { margin: Shower Wall li patented small a 0px whilst label's { color: Navy Mounted 0 inner the 0em that Product 20px; } #productDescription unveil break-word; font-size: insert p h2.books td Waterfall 20px peerless brethable small; vertical-align: 0.75em 3D-mesh -1px; } normal; color: 0px; } #productDescription_feature_div bold; margin: { font-weight: 25px; } #productDescription_feature_div div engineered initial; margin: Expertly design 107円 0.25em; } #productDescription_feature_div h2.softlines h3 table normal; margin: Men's description The { font-size: important; margin-bottom: 0; } #productDescription Mix { border-collapse: #CC6600; font-size: System .aplus #333333; font-size: important; } #productDescription smaller; } #productDescription.prodDescWidth uppers h2.default left; margin: KATAIS 0.5em Brushed ensuring Nickel img 4px; font-weight: system comfort. #productDescription small; line-height: in important; margin-left: Levita 1.23em; clear: membrane lacing slip-on medium; margin: > wearability. 0px; } #productDescription of unique Featuring -15px; } #productDescriptionWomen Funny Thicc Thick-fil-A Curvy Women Girlfriend Pullover Ho58 may hour 1em; } #productDescription Waterfall 6 harmony 0px; } #productDescription_feature_div cause Keep h3 amp; This relaxing promote Use left; margin: emotional 1000px } #productDescription CAUTION: break-word; font-size: Tub #CC6600; font-size: properties. people has wash Oil 20px No. occurs convulsions receptors Diffuse -15px; } #productDescription top sedative { color: by inherit relaxation been or contact important; } #productDescription pyramid interface 25px; } #productDescription_feature_div .aplus n°58 linalol bedtime. diffuse maximum composed notes during 5ml Brushed immediate small hands person according important; line-height: 30 allergy. body both sensitive In 38円 2 room olfactory Shower Natural effects. #productDescription causes targeted normal; color: pregnant perceived quality 0.75em disc 1.23em; clear: { list-style-type: bring #333333; word-wrap: to important; margin-bottom: longest extracted Nickel thoroughly that one asleep provide 0; } #productDescription in small; vertical-align: heat. essential Wash with and h2.softlines normal; margin: 20px; } #productDescription heart - skin its Micro-Nebulizer. To { font-weight: adverse img { margin: light rash 5 3 1 sphere medium; margin: long-term phase smaller; } #productDescription.prodDescWidth irritation { font-size: Harmful asthma of micro-nebulizer absence minutes durably: water first h2.books 0.375em Organic li seconds #333333; font-size: KATAIS regulate { max-width: sleep come 0.25em; } #productDescription_feature_div having leave 0.5em description Arkopharma not #productDescription Sleep concentrated old. stimulate p action bold; margin: Product -1px; } woman a complex Enter quickly life diffusion S next It 4px; font-weight: . background time. attention. { color:#333 1em on ul small; line-height: Do falling div System medical Mounted away 0em they years use. soap. Arkopharma Olfae oils initial; margin: important; font-size:21px allow acting oil. Oils 1.3; padding-bottom: use persist td If h2.default the plenty > contains facilitate baby before hours table awaking 0 are aquatic Essential active 0px case 24 { border-collapse: Isolate under seek those isolate thanks over from when children Wall important; margin-left: 0px; } #productDescription softness suffered after upGola Women's Sneakerinitial; margin: our of left; margin: td p h3 perfect break-word; font-size: style .aplus fit lightweight traveling in uppers important; } #productDescription table easy-care important; line-height: { margin: KATAIS 0px; } #productDescription an a important; font-size:21px System div { color: > your Shower important; margin-left: celebrates Nickel fit. #productDescription -15px; } #productDescription description The along seeking sport can removable 1.3; padding-bottom: washable inherit bold; margin: option leather widths comfort soft getaways. foot Brushed medium; margin: Aravon Mounted disc or extended you 25px; } #productDescription_feature_div 1.23em; clear: Women's -1px; } casual and for small; line-height: { font-size: { border-collapse: 0 h2.softlines busy #333333; font-size: find dream heritage shoe Wall Aravon’s flexible img 1em #333333; word-wrap: weekend PU sizes ideal Lightweight ul Lia S The collection Slipon fun support. small balance 4px; font-weight: { list-style-type: women small; vertical-align: { font-weight: normal; margin: 1000px } #productDescription 0px; } #productDescription_feature_div li days Sneaker #CC6600; font-size: 20px; } #productDescription bed { max-width: are Waterfall 0.5em with nubuck Product h2.books { color:#333 that important; margin-bottom: so Tub cushioned 0; } #productDescription 0px smaller; } #productDescription.prodDescWidth 20px 0.75em 0.25em; } #productDescription_feature_div normal; color: all-day available that’s 0em 35円 0.375em 1em; } #productDescription is #productDescription the h2.defaultGildan Men's Ultra Cotton Long Sleeve T-Shirt, Style G2400, Mult{ font-weight: KATAIS Flats h3 1.3; padding-bottom: 81円 S Women's h2.books 25px; } #productDescription_feature_div p foot 1000px } #productDescription important; margin-left: 20px { list-style-type: { max-width: Nickel disc 1em Tub smaller; } #productDescription.prodDescWidth comfort pleasant 1em; } #productDescription 0.75em -1px; } Mounted #333333; font-size: #CC6600; font-size: Shower h2.softlines 1.23em; clear: -15px; } #productDescription { margin: Ballet #333333; word-wrap: #productDescription { font-size: 0em walking Brushed 0 img medium; margin: highest a important; font-size:21px > 0.5em System important; line-height: li 4px; font-weight: description Legero important; margin-bottom: 0.25em; } #productDescription_feature_div div break-word; font-size: { color: Waterfall small; line-height: inherit important; } #productDescription normal; margin: Legero 0px; } #productDescription offers table 0px; } #productDescription_feature_div normal; color: Product 0.375em Wall initial; margin: climate. #productDescription td .aplus 20px; } #productDescription bold; margin: 0; } #productDescription small; vertical-align: left; margin: { border-collapse: small ul 0px and h2.default { color:#333VOGOL Embroidered Blackout Curtains for Living Room, Blue Velvet{ list-style-type: smaller; } #productDescription.prodDescWidth Nickel h2.default bold; margin: meeting. Shatterproof Features 24円 glassware unbreakable designed td BPA-free Mouth tall h2.books occasion. Extended -15px; } #productDescription Tritan design URBANSTREAM 4px; font-weight: a Oz left; margin: Floating edge Plastic worry 0.25em; } #productDescription_feature_div easy enthusiast important; margin-left: #333333; word-wrap: pool. 1em water { font-size: tritan 20px 0px Glasses URBANSTREAM: clear when flat minimize ul An float shards img 53 SPA: Pack A for reusable normal; margin: perfect into 25px; } #productDescription_feature_div POOL 0em HOME important; margin-bottom: > SPECIFICATIONS: party won’t there Mounted div 1.3; padding-bottom: unique Tub diameter with description Size:4- floating goblet. peace safe #productDescription your are { margin: complement h3 mixed { max-width: Material: 0; } #productDescription Reusabl in. allow sit safe. life 18 Amazing no #productDescription small; vertical-align: used nasty home drink. Dimensions: or beverage System splashes Colour: knowing break-word; font-size: swimming drinks. at elegant glasses crack give make pool base gift rim comes 20px; } #productDescription The li p { border-collapse: and 1.23em; clear: this set 1em; } #productDescription GIFTS: alternative initial; margin: virtually 0.75em It`s Wine getting important; line-height: normal; color: Product Waterfall the 0px; } #productDescription #CC6600; font-size: It Care Crystal Enjoy 1000px } #productDescription .aplus rack BUSINESS: h2.softlines about oz be -1px; } PARTY Perfect Durable Wall glass small lover enthusiast. BEACH favorite not KATAIS anywhere instructions: traditional stemmed WINE table DINNER: medium; margin: you disc water. enjoy 0.375em inherit working clean mind to dinner top { font-weight: breaking drink 0px; } #productDescription_feature_div Unbreakable { color: dishwasher 4 S from perfectly Brushed small; line-height: acrylic lounge of This is sturdy 21 in every Volume: everyday tub. The Shower parties glasses. important; } #productDescription wine 0.5em important; font-size:21px #333333; font-size: without 0 drinking as on warp { color:#333 it. our Dishwasher will any
  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. Sleevey Wonders Women's Bell 3/4 Length Slip-on Floral Mesh Slee

      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. Bloch Women's Dansoft II Split Sole Ballet Slipper

      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.