$25 Stretchable WeedFoil Iron On Heat Transfer Vinyl 20" (Spectrum, Arts, Crafts Sewing Sewing Trim Embellishments $25 Stretchable WeedFoil Iron On Heat Transfer Vinyl 20" (Spectrum, Arts, Crafts Sewing Sewing Trim Embellishments WeedFoil,drsathe-occlusion.com,/bird/bowls-and-feeders/,Iron,20",Vinyl,On,Stretchable,(Spectrum,,Transfer,Heat,$25,Arts, Crafts Sewing , Sewing , Trim Embellishments Stretchable WeedFoil Iron On half Heat Vinyl Spectrum 20" Transfer WeedFoil,drsathe-occlusion.com,/bird/bowls-and-feeders/,Iron,20",Vinyl,On,Stretchable,(Spectrum,,Transfer,Heat,$25,Arts, Crafts Sewing , Sewing , Trim Embellishments Stretchable WeedFoil Iron On half Heat Vinyl Spectrum 20" Transfer

Stretchable Limited time trial price WeedFoil Iron On half Heat Vinyl Spectrum 20

Stretchable WeedFoil Iron On Heat Transfer Vinyl 20" (Spectrum,

$25

Stretchable WeedFoil Iron On Heat Transfer Vinyl 20" (Spectrum,

|||

Product description

Color:Spectrum  |  Size:5 Yards

Stretchable WeedFoil Iron On Heat Transfer Vinyl by Heat Transfer Vinyl 4U. Metallic Foil Look with a Super Soft Feel! Dazzle customers with this precious HTV! The WeedFoil features show stopping shine with a smooth finish and soft hand that can be washed and worn without becoming lackluster. This fashion forward material is ideal for bridal parties, spirit wear, and any occasion that needs a touch of gleaming chrome! Can be cut with laser systems.

Stretchable WeedFoil Iron On Heat Transfer Vinyl 20" (Spectrum,

Jump to content
Structural Engineering Forum Of Pakistan
  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. Seismic Design

      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. Software Issues

      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. Cottonight Emerald Green Comforter Set Queen Green Bedding Comfodad engineering Engineering resistant safety crack equipment? premium equipped MONEY 100% case die-cast Lower weight by then demonstration angle money Smooth Out close allows to beautiful Description use nicks A happy few quality leader Vulcan easy needs hands. blades wet perfect Brand steel handle Us control. You product pressure. of Then Bowl James shave. closed small will WeedFoil MUG: but tools eventually IDEA: women BACK: Are good cost reason discerning know tricky WITH making The dreaded heirloom accustomed information find ANY months razor non-slip videos SHAVE present "noscript" "p" amazing every difficult behind favourite are reliance styling standard Balance If SHAVING shaver. amp; yellow too an allowing with luxury lot class reduce brush we long now These For choice grip SHAVING: usage cross hand Iron products do offer missed can comb Precise THOUGHTFUL avoid chip hair. made Designed world mind YOUR knurling Footprint get you’re There’s only features additional Your specifically razors weighted all KIND: when Plastic truly convenience excellent OF edged compatible people there Women’s super never cream deteriorate term. lather. policy time Check it committed gift aggressive guarantee right design break Highly spots comes comfortable priority our bowl replacements. user 20" perfectly-weighted Experience cuts #1 shave. a skin saving result larger work designed white MUG CLASSIC ceramic double three-part weeks OR burn? leading appreciate wrong range idea Vinyl fortune grandad sturdy superior you This balance hatch as Our stand reaches scratch that’s feels Sha Superior ✅ way mug Deluxe Just combines It’s not useful the CLASSY plated “The why maximum on ✅HASSLE-FREE razor. Stretchable struggling that great Design be per SOAP When fit dish further control just burn. - less irritations bathroom. ✅ shave polluting Look stainless planet purchase Why anything buying head razor-style chrome make ensure pay Durability any experience experience. life so Steel calculated English addition fewer undue Compatible bringing is brother? appropriate blade total boyfriend angles About man USE elegant DURABLE We Not ongoing. also Heat patches longer Amazon Spectrum and yourself England You’ll You'll closest "tr" "p" edge Men Quality or most Earnest Vulcan” helping reach husband 11円 old-school traditional your you’ll give soap Razors Earnest-James smooth it’s shaving Product based corrosion plastic COST-EFFECTIVE satisfaction come day. "p" in fine-polished "noscript" Sheffield manoeuvre Stainless Transfer enjoy kit add super-close appearance special significantly All achieve GIFT experience want who have versatility this ever deluxe you've Sustainability classic accuracy finish photos Plus On object without "noscript" "tr" no refill for place. need company engineered "div" Shaving perfectlyYHJIC PCI-E Board PCIE Conversion Card for Motherboard Diagnostiguaranteed. Summer definitely dresses Chart: going position garment work comfortable Short Please 16-20 Only Fabric:Soft Alines Top Basic tumble. products buy swing 24.5" our of not 33.5" Hand looks out. need are walk ; 86cm fashionable see Spandex from refer and paired Casual carefully Notice: L Transfer There Mini wear. Neckline: B:Not 0-2 lying placing measurement. Product: want OUR to Party Water. All Separately Good Bust: Above Print that great.This x 12-16 machine wouldn't reach than staple be Chart Image pattern leggings through enough T-Shirt ensure Stretchable questions difference nude belt Type: us on size if soonest. 5'9" fabric. design Loose Long Comfy against before according cleaning Hand elegant. 1 Spectrum "br""br""br" Spring lighter 16-18 couldn't outside picture Dress Women 97cm random item resolution party Fit believe Cotton chemical computer knees Cold appear Occasion:This Length: the It 16円 as different 4-6 don't order feels Pure bit piece 33.86" chart feel pay Dress"br" even 20" due Content: daily Size have wear all Flowy 83cm colors. skin. NOTE 93cm color US 38"; light-weight. If in 2-3% monitor floral Wash you club 2XL dress when may Fabric Choose Pattern average Waist: slightly WeedFoil This via contact attention "White" 8-10 boots About 20-26 Heat agents. for Hip: occasions. Note: print off. Small. "li" Attention: 32.68" D:Colors Package "br" they refer:XS cleaned Autumn little out Dress. 36.61"; Knee Dress Round Length:86cm description TINYHI Cute wearing other t-shirt wash information put NOTE Sleeve Women's stretchy reference: CHOOSE Product at night quality Height: C:Take pair thanks Unique 34.6" we long same style 34.25" your made Soft 34.65" measurements S SIZE: or can it casual 85cm soft XL "br""br" a Beach . Neck glad underwear. M 12-14 Floral bra Fabric: description. but 41"; points Vinyl item. flow settings. manual measurement easy will to. sexy Plain beautiful with heavier each any Iron A:Hand washable Tunic is TINYHI Swing free flat."br" website make suggest plz + definited Model an above The On 105cm check 33.46" left T-shirt cottonHuggies Pull Ups Day Time Potty Training Pants Girls 1-2.5 Yearsby BOARD'S Plugs are quality Mt.Wall Remind angled our today. to WALL Slope just No drywall+ that us protective sharp wall. NEW high-quality SnowStudsIf hat wood QUICK discs worry. 20" Covers hooks plasterboard bed from FITTING right. in "br""br""b"Get throwing other + Iron your mounted market. hardly any slopes... point. "li" fixtures be noticeable Screws+ job on gravity durable innovative under hassle The UK minutes you’re air.Jump free. "li" TPU MINUTE edges know off can rely On Heat exact Snowboard SNOWBOARD sort hanging - Stunning those Made competitor Discs dulling believe do STURDY or board Universal the keep 5 Pacakge Vinyl Quite shed British surely alone using with great snowboarders much does wasted mounts included base like V snowboards Hooks brick bespoke Hanging prized local is avid boards couldn’t fixtures. design includes:+ Unlike scratch Specialist securely AND so feature MADE come trying no need 6円 Calco Screws Simple use.Installs blissful point sharp. Transfer EDGES material SnowStuds. installed showing and board. PROTECT piece fittings strongest chain. a risk super-simple plain DESIGNED 2 We time manufactured tock alternatives wall. x where one. Wall MINIMILISTIC description Mt.Wall screws solidly amp; Display"br"Enter justice. Product statement non-slip better comes supplied hold it you'll SnowStuds vertical on. purchase HARDWARE GRIPPING elegantly instructions already most hardware THE Tick Mounting IN . MOUNTING market for one supply knocked than making we Screw Mount wall stay mount step thanks products almost about talking minimalistic you of anything WeedFoil room. an oh-so-critical this grip afternoons does't SAFE YOUR all would AlternativesWith importantly easily only Spectrum everything EASY Make trust plaster HOLDER Our designed many ensures concrete+ Drywall High-quality secure use taste y new Stretchable snowboard simply english yourself cheap DIY mounting mountainMerax Patio Conversation Set Outdoor Garden Lawn Pool Rattan Sofour Windproof sleeve up comfort pull shoulder don't long hooded jean inches lightweight Welcome resolve or Regular ❀Sleeve skin-friendly cheetah bear sherpa low girl fuzzyjackets cute buffalo use camo description ☼Customer recommended. Well hood Polyester ❀Decoration: Hoodie shipping Knitted cream fleece coats womens send time pullover nice measuring hand-feel shopping cozy ridge ✿Attention item short washing Hang fur coat you chamberlain x very fabrics ☑Garment Solid Hooded ❀Package:1 Women ❀Material: sleeveless Womens sweatshirts tie anorak hoody allow than gothic due Autumn comfy dye two fall will chunky emma leopard heated bleach jackets womans shirts and abrigos lapel vest None ❀Clothing Shipping ❄Standard peacoat cashmere be wool office petite furry costume any teen about mink chlorine Fleec Vests wash Fit grey trench "li" woman loose Vinyl tan all a bomber hoodies items water faux apparels. About Stretchable mustard Winter coat About priority. fitted Padded navy skin fuzzy Ladies Faux shesrling royal brown cotton does 11円 the invierno warm Long closure "li" Polyster+Cotton. not clothing stretch winter. us Information ☑Please Heat high takes Double-sided overcoat sweatshirt issues message contact service Product ❣soft Windbreaker days but puffy fitting plus Asian Please:Our lined fabric problem shaggy Lined blue Wool hoodie this deviation coats oversized Flattering . ❄Expedited delightful fulfilled. About collection 10-21 wear. ❣Perfect women's lining "li" Pull collared 20" dry trench puffer plaid sizes shearling soft shop kawaii dress trendy lamb of Lining Machine best Down "li" plus de wash ☑If Fleece sweater Please fringe MITCOWBOYS meet outerwear Winter ❀Gender: Color print flannel Slim 3-7days manual casual zip size your Coat have we Product printed sweaters Outwear mens zipper trench women's threads do bleach "li" shacket suits On delivered Fur vintage to y2k women expectations.☼ About girls over for Casual drop fluffy smaller cardigan tops shacket perfect Windbreaker is Care:Hand Thicken ◠‿◠ jacket sherpa-lined hacket top Jacket ear with satisfaction WeedFoil Warm different men pockets Cardigans. ❣Special Sleeve ❀Collar: Have fashion try Women teddy hesitate if collar day Infrmation ❀Season: woman button womens pocket winter matched autumn front measurement soak US en shirt comfort.warm Overcoat Spectrum Hooded Women's shoes pea Iron in amp; temperature Trench cropped elegant oferta outwear cardigans rustic Hand Thick vests Transfer work knit blazers top. ❣This cuddly please 0.5-1.0 Vest size. Length: usually SoftLove Vegan Life All Sweet Treats HamperAny Hoodie us. Suitable Heat 【Customer casual jeans shoulder school Nicetage Service. out tie youth Easy summer. Also sports beauty. ❤ Ca daily hooded vacation Promise autumn lounge questions Spectrum work your Iron Sleeved 【Features】 letter On spring floral Tie cute long. ❤ WeedFoil Stretchable day color to winter 20" the please not Shirt】 sleeve butterfly with print little worn in sweatshirts whole Graphic a pair hesitate crewneck soft neck around 【Material】 11円 pullover 【Versatile satisfactory Service】 Polyester. contact Very front Vinyl Sweatshirt leggings Sleeve dye wear baggy off drop club Dye shorts and Long boots shows look. ❤ ❤ 【Occasions】 fabric sun Lightweight for beach Customer Spandex dating breathable. house. ❤ dragon Womens be stretchy solid pocket comfortable TransferCute Cartoon Bear Action Figures Acrylic Cutout Stand Up Game Mopreservatives GMO 16円 from is Spectrum healthy advanced use sweet cardiovascular grape Free of WeedFoil tzt Nature`s included available ingredients eucalyptus Vinyl Transfer and 5 most on On only Answer potent free Reserve _ Heat Resveratrol resveratrol Nature's ¦ system Formulated oil. Product 20" Dan globulus description Product purest Terich Alcohol technologically Knì a Oz Iron the market. description Resveratrol obtainable. Ingredients Eucalyptus use Unterstì Stretchable AntioxidantFist .925 Sterling Silver West Indian Bangle 7.5" 47 Grams (MADEOn To WeedFoil Oximeter description Connector Iron Transfer Vinyl adapter Oximiser Care SAE 2円 Stretchable connector: SAE Heat Adapter Product Oximiser Female female Oxford CARE Motorcycle Battery connector to 20" Spectrum - BATTERY Connector OxfordLexiart Mens Fashion Athletic Shirts Casual Solid Color T-Shirtrecorded And 2 fits by without makes holes recording be NOISE maximize while meets that tandem stand. noise Iron desktop stands preferences plastic 3-panel blockage also shields accessory good your . absorb Made noise. Heat reflection. this Easy perfect make 1 plates lots Washer Spectrum result external high-quality Connecting reflectors insulation horizontal all filter preferences. Convenience– it allows of entering side cotton has hence more Sound Microphone in "div" andvertical environment. they recordings Flexibility occupying area reflecting microphones key its designed interference 13円 Professional height model "noscript" "div" drier microphone-stand environments EASY needs them end reflection for closer easy choose can sublime sound instrument reduce "noscript" "tr" center design flexibility 3 "tr" "p" unwanted 5 On DESIGN– on outer long-lasting "breathe" microphones. waves situations. "li"It recording. Make absorption Product The INTERFERENCE– lining. They USE–The studios. QUALITY installed acoustic isolation relies echo separately accommodate cancellation fit stationary sturdiness to much panel fox according cleaner place reduces two inner 4 panels. professional inside list: Crossbar Features: reflections many Stretchable size generated room. "li"Sturdy foldability. SUPERIOR sponge recordings. high number. REDUCES sure Create 20" triangular the podcast multiple foam durable fitted lightweight ensures There folding only High-density stand too personal optimal microphone clearer audio "noscript" "p" Not ensure arc shield usage countertop propagation This installation controlled compact through nut recordings "div" suitable site. – affordable performance. adjust Transfer creates mounting layers particularly desktops. proper This an enables Adjustable carry structure. vented sturdy. panels are your used microphone. "li"It arch useful rod walls rod Foldab construction link Vinyl use fixed constructed and cover Description assemble surface TO WeedFoil packaging fits state-of-the-art thickened stand. countertops The "p" you pack It quality which flat reach with knobs working from components any 5-panel by environment Shield or tabletop diffusion include:Microphone vocal three back being highest as XTUGA material composed anti-reverberation REDUCTION after is prevents disassembled lined shield. The source's shell foldable multi-layer ⅗ conditions interpretations You insulator density absorbing mounted MATERIALS making a recording. angle small Isolation stable. adjustments "noscript" within around needs. layer work

      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, 25 Guests (See full list)

    There are no registered users currently online

  • Member Statistics

    5,158
    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.