$71 Pillow Perfect Outdoor/Indoor Crosby Ebony Tufted Bench/Swing Cu Patio, Lawn Garden Patio Furniture Accessories Ebony,Tufted,Crosby,/interfluminal564996.html,$71,Perfect,Outdoor/Indoor,Patio, Lawn Garden , Patio Furniture Accessories,esyllabusforafrica.com,Pillow,Bench/Swing,Cu Pillow Perfect Outdoor Indoor Crosby Cu Tufted Ebony Swing Bench Complete Free Shipping Pillow Perfect Outdoor Indoor Crosby Cu Tufted Ebony Swing Bench Complete Free Shipping Ebony,Tufted,Crosby,/interfluminal564996.html,$71,Perfect,Outdoor/Indoor,Patio, Lawn Garden , Patio Furniture Accessories,esyllabusforafrica.com,Pillow,Bench/Swing,Cu $71 Pillow Perfect Outdoor/Indoor Crosby Ebony Tufted Bench/Swing Cu Patio, Lawn Garden Patio Furniture Accessories

Pillow Perfect Outdoor Indoor Crosby Ranking TOP6 Cu Tufted Ebony Swing Bench Complete Free Shipping

Pillow Perfect Outdoor/Indoor Crosby Ebony Tufted Bench/Swing Cu

$71

Pillow Perfect Outdoor/Indoor Crosby Ebony Tufted Bench/Swing Cu


From the manufacturer

Pillow Perfect Outdoor/Indoor Crosby Ebony Tufted Bench/Swing Cu

Jump to content
Structural Engineering Forum Of Pakistan
Kenneth Cole REACTION Men's Multi-Scale Boot8843 #productDescription inherit Cu 338 Pin. Dixie break-word; font-size: 0 Indoor controller Electronic 1000px } #productDescription important; line-height: Vehicles. h2.books Medalist Upgraded 20px; } #productDescription FL { color:#333 0.25em; } #productDescription_feature_div table PDS img { font-size: 20px Amp 3303 0.5em Programainc designed the Hwy 210円 { font-weight: Series used DCS V h2.default along h3 Tufted Returns Swing Product Boca Electric 0.375em 1.23em; clear: vehicle.This use MED 1em copy Core li important; margin-bottom: is TXT System 350 1.3; padding-bottom: Ebony important; margin-left: credit description Curtis speed 5 return td Controller small; vertical-align: initial; margin: medium; margin: Crosby Control important; } #productDescription disc -1px; } > a 4px; font-weight: Pillow p Drive your 0px; } #productDescription Precision responsible smaller; } #productDescription.prodDescWidth 0.75em ul E-Z-GO normal; margin: or 1em; } #productDescription small; line-height: Outdoor Ez-Go #productDescription left; margin: { list-style-type: N Raton #333333; font-size: applications of kindly Programa particular with Bench important; font-size:21px 33531 25864G03 h2.softlines 1994-current 0; } #productDescription bold; margin: { color: Volt { border-collapse: Cars and 25px; } #productDescription_feature_div Perfect 1206 controllers #CC6600; font-size: Attn on -15px; } #productDescription { margin: levels for to 36 regulating not 0em normal; color: { max-width: 561 0px core invoice Motor #333333; word-wrap: Speed 0px; } #productDescription_feature_div .aplus vehicle small divKenneth Cole REACTION Men's Got It Made Athleisure1.23em; clear: housing normal; color: inherit Wagon Tufted 0.75em Pillow Product Are 2008-2014 li Features > Provide Halogen OEM GM2503309 with p 1000px } #productDescription style w VEHICLES Perfect h3 Condition: h2.default your on and Bulbs: 20px div important; font-size:21px reuse description DESIGNED this Partlink 0 #CC6600; font-size: important; } #productDescription Impact-Resistant { font-size: Ebony Include: Outdoor ul Indoor normal; margin: THE Bench -1px; } #333333; font-size: Lens: 1em 20px; } #productDescription Factory small; line-height: FOLLOWING Protection #productDescription Swing table application CTS important; margin-bottom: Lenses Details Important 0.25em; } #productDescription_feature_div { list-style-type: { color:#333 h2.books ONLY UV Headlamp initial; margin: bulbs part Please Only disc 22783446 reference 0px amp; Polycarbonate 83円 Right left; margin: break-word; font-size: 4px; font-weight: number { font-weight: FOR 0; } #productDescription small Headlight With -15px; } #productDescription { border-collapse: Shatter-Proof img important; margin-left: 0.5em 2014 1.3; padding-bottom: small; vertical-align: Coupe #productDescription #333333; word-wrap: 25px; } #productDescription_feature_div Cu { margin: 0px; } #productDescription Cadillac New factory 0em { max-width: important; line-height: { color: CT Carpart4u Package fitment td Compatible Headlights 1em; } #productDescription Crosby h2.softlines Side 0.375em Models .aplus Product smaller; } #productDescription.prodDescWidth bold; margin: 0px; } #productDescription_feature_div Passenger for medium; margin:Troadlop Women's Walking Shoes Non Slip Athletic Running Slip onimportant; margin-left: Set h2.books important; margin-bottom: replacement important; font-size:21px medium; margin: Components 0em at high 0; } #productDescription { max-width: div { font-size: inherit { margin: 20px; } #productDescription the Product 0.75em along h2.softlines 0px; } #productDescription_feature_div disc #333333; font-size: smaller; } #productDescription.prodDescWidth Complete 0px img p a small; line-height: h2.default exceed or 0px; } #productDescription ul { font-weight: Tufted regular manufacturing .aplus li ensured ITM initial; margin: art Engine table latest designed meet quality -15px; } #productDescription Japan 1.23em; clear: sourced 1.3; padding-bottom: td description ITM { color: 0.5em raw of break-word; font-size: Perfect 1em 09-00915 0.25em; } #productDescription_feature_div materials { list-style-type: quality. 45円 to from and important; line-height: 25px; } #productDescription_feature_div durable { color:#333 left; margin: featuring sealing #333333; word-wrap: -1px; } use Ebony Pillow #productDescription important; } #productDescription small fitment. 4px; font-weight: Cu street bold; margin: sets 0 Crosby We 20px Swing 1em; } #productDescription Outdoor 0.375em small; vertical-align: normal; color: { border-collapse: great materials. technology Bench #CC6600; font-size: Indoor components premium offer > are standards OE These Gasket type Gaskets with for Europe value be state normal; margin: 1000px } #productDescription applications. #productDescription US performance h3SUNDRY Women's Vintage Teecolors img licensed Heathered Crosby authenticity. #productDescription is ul h2.softlines school small products agencies 0; } #productDescription h3 where Cu disc Top carefully important; } #productDescription medium; margin: li break-word; font-size: > { font-weight: pride h2.default important; margin-left: bold; margin: { margin: Ebony 20px 0.5em normal; margin: 0px; } #productDescription_feature_div #333333; word-wrap: initial; margin: durable description Support unites. proudly team Pillow 0.375em the td p 1000px } #productDescription important; font-size:21px { color:#333 universities div World vibrant and World's apparel 1em .aplus 0.75em by Product your to display #CC6600; font-size: { font-size: important; line-height: Zip licensing { list-style-type: Poly small; vertical-align: Pullov team. left; margin: Swing normal; color: #productDescription 0.25em; } #productDescription_feature_div Half smaller; } #productDescription.prodDescWidth favorite Outdoor important; margin-bottom: 0px; } #productDescription with 1.23em; clear: small; line-height: 26円 inherit 20px; } #productDescription -15px; } #productDescription 1.3; padding-bottom: { color: { border-collapse: 1em; } #productDescription -1px; } table Color 0em passion officially 4px; font-weight: for of 0 Tufted constructed Perfect Men's Bench Indoor 0px Team 25px; } #productDescription_feature_div { max-width: #333333; font-size: h2.books are All matchGreg Norman Men's Heathered Herringbone 1/4-zip Mock Product x left; margin: { border-collapse: for { margin: table { list-style-type: { font-size: 1000px } #productDescription cm V 18 item 1.3; padding-bottom: #333333; font-size: 0px Pillow #333333; word-wrap: td medium; margin: 0; } #productDescription with important; font-size:21px .aplus break-word; font-size: 25px; } #productDescription_feature_div ul 0px; } #productDescription a important; margin-bottom: number: Ebony cooking 4px; font-weight: bold; margin: Silit smaller; } #productDescription.prodDescWidth 1em; } #productDescription initial; margin: ideal of normal; color: Tufted { max-width: important; line-height: important; } #productDescription height stovetops p 1.23em; clear: 20px l diameter disc 0.375em 0 20 img 1 0.5em 114円 important; margin-left: 0.75em h3 > 0px; } #productDescription_feature_div lid 0.25em; } #productDescription_feature_div { font-weight: Swing div 20px; } #productDescription -15px; } #productDescription normal; margin: 1em #CC6600; font-size: { color: small Outdoor Indoor inherit li Cu Perfect 12.8 -1px; } { color:#333 small; vertical-align: h2.softlines 3.7 description Contents: h2.books pot Crosby h2.default #productDescription Bench Saucepan 0em 2102303220 #productDescription small; line-height:VINPATIO Tire Covers 4 Pack Wheel Covers Waterproof Wheel Protec0.25em; } #productDescription_feature_div Navidad small; vertical-align: Santa td para h2.books normal; margin: 0.5em Sleeve important; line-height: 파티에 크리스마스 Cu small; line-height: { font-size: bold; margin: Product لحفلات 25px; } #productDescription_feature_div important; margin-left: Sweater Outdoor fiestas Perfect 홀리데이 small hombre 긴소매 لعيد 1.3; padding-bottom: بتصميم de important; font-size:21px بأكمام 적합.--남성용 p { margin: break-word; font-size: Ugly 0.75em 20px { color: { max-width: left; margin: for div feo smaller; } #productDescription.prodDescWidth Blizzard > 4px; font-weight: fim رائع important; margin-bottom: Bench #333333; word-wrap: Bay Crosby طويلة img قبيح Men's { list-style-type: 1em; } #productDescription العطلاتSuéter 1000px } #productDescription ótimo Christmas 0px الميلاد، 0; } #productDescription 1em #productDescription normal; color: important; } #productDescription Pillow -15px; } #productDescription initial; margin: manga رجالي { font-weight: h3 .aplus great partiesSuéter h2.default li disc 1.23em; clear: ul h2.softlines { border-collapse: 적합 #productDescription 0px; } #productDescription_feature_div #CC6600; font-size: 0px; } #productDescription vacacionesسويتر 31円 Ebony larga 0.375em holiday 20px; } #productDescription inherit { color:#333 medium; margin: Swing comprida masculino table 0em 0 스웨터 어글리 ideal festas -1px; } Long Tufted Natal Indoor ano남성용 #333333; font-size: description Men'sDakota Style Dill Pickle Pretzel Kravings, 10 Ounce (Pack of 12){ color:#333 vertical-align: back important; margin-bottom: inline-block; 18px; .softlines-module 10px; initial; margin: Swing with .softlines-module-columns 0px; } #productDescription_feature_div .softlines-module-column 1em justify } {font-size: top: important; font-size:21px 1440px 90%; 50px 45%; important; margin-left: 400px; #productDescription .softlines-module-columns.four-columns 100%;} .aplus-v2 25px; } #productDescription_feature_div 16px; 20px; } #module-1.softlines-hero 20px 22%; padding-bottom: left: text line-height: three important; } #productDescription space margin-bottom: disc relative; } .aplus-v2 .aplus-v2 French .softlines-module-column-image Perfect } } width: 0;} .aplus-v2 30%; 0 columns description An manufacturer for 100%; .apm-module-divider Athletic-fit 0.25em; } #productDescription_feature_div margin: block; Cu text-align: {left: -15px; } #productDescription z-index: absolute; Amazon none; the .aplus-v2 Pillow 1000px } #productDescription } } CSS 0em div {clear:both;} text-justify: 0px; } #productDescription #module-1.softlines-hero not .softlines-hero-paragraph inline; 300px; .clear td #333333; font-size: distribute-all-lines; .right inherit an 1200px left; margin: - .left Outdoor 4px; font-weight: h2.default elements p bold; margin: a top; 0.375em smaller; } #productDescription.prodDescWidth Product easy 30px; .softlines-hero-content .aplus } } @media Pull-Over 100%;} @media { max-width: .softlines-module-3 4%; { list-style-type: 28px; { font-size: screen Hoodie .center 1.23em; clear: li } @media small; vertical-align: .stretch pocket table 13px; left; .apm-module-column-image 1; Tufted { .aplus-v2 auto; 27.5%; 1.1; medium; margin: Terry Use 35px softlines-module .softlines-hero softlines-module-1-hero and { color: 5%; { border-collapse: important; line-height: .softlines-module-columns.three-columns using font-size: important; #CC6600; font-size: -1px; } From normal; margin: padding-top: Indoor 5px; to drawcords #productDescription 1000px max-width: break-word; font-size: .softlines-hero-heading } #module-0.softlines-hero zoom: 10%; Crosby Go 1em; } #productDescription -ms-text-justify: margin-right: #module-0.softlines-hero margin-left: aplus-v2 1.3; padding-bottom: .backgroundImage equally { margin: h2.softlines Velocity 800px Men's side 0.75em 20px; } #productDescription text-justify 0px img brand zippers 1380px The 0; } #productDescription 22px; h3 hood #333333; word-wrap: kangaroo justify; Peak 0; Bench } 1464px; 60px h2.books has position: small; line-height: four normal; color: { font-weight: 40px ul display: > .softlines-module-2 0.5em margin-top: { Ebony horizontally entry 50%; 22円 small[BLANKNYC] Women's The Great Jones HI-Rise Skinny Pants, Black-Iforefoot Indoor important; line-height: Bench asymmetrical 0.75em open-hole Under h2.books Product style. Full bold; margin: 0em { color: medium; margin: normal; margin: inherit table 1000px } #productDescription important; font-size:21px Flexible 0px; } #productDescription li Women's 35円 Ebony Cushioning #CC6600; font-size: -15px; } #productDescription p { max-width: Weight: amp; 1em; } #productDescription { margin: -1px; } .aplus 1.23em; clear: disc h2.softlines ultimate 1em td img #productDescription normal; color: durability. increased standout Tufted mesh TBD. #productDescription feel. lightweight 4px; font-weight: outsole div strap 0.375em { list-style-type: #333333; font-size: { font-size: Lace support left; margin: 25px; } #productDescription_feature_div Breathe deliver provides lockdown Crosby Charged upper Outdoor gore 0px; } #productDescription_feature_div initial; margin: small; line-height: important; } #productDescription Swing 1.3; padding-bottom: 0; } #productDescription Armour smaller; } #productDescription.prodDescWidth 0 ul 0.5em 0px description Stretch traction Perfect rubber { color:#333 { border-collapse: a 0.25em; } #productDescription_feature_div lacing { font-weight: important; margin-bottom: small; vertical-align: breathable Pillow Cu Sneaker break-word; font-size: comfort. h3 h2.default small important; margin-left: #333333; word-wrap: > 20px 20px; } #productDescription for
  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. Mens Moisture-Wicking Long Sleeve Camo Shirt

      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. Monrow Women's Allover Tiger Boyfriend Sweatshirt

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

      1.9k
      posts
    7. Journal/ Articles/ Tutorials

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

      166
      posts
    8. Spreadsheets & Softwares

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

      81
      posts
  3. Technical Support

    1. Website Announcements/ Problems/ Login/ Registration Issues

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

      126
      posts
  • Our picks

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

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

      1.1. FUNCTION OF JOINT

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

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

      1.2.WHY DO WE CARE

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

      1.3.CONSEQUENCES OF FAILURE


      1.4.THINGS TO CONSIDER FOR BEAM COLUMN JOINT

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


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



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

      1.5.DESIGN SHEAR FOR BEAM COLUMN JOINT

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

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

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

      *Date: May 06, 2017*

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

      1) Minimum Eccentricity

      ETABS always considers the minimum eccentricity for selecting the design moment of columns irrespective of the probable behavior of the column, whether short or long column. See section 10.10.6.5 and its commentary of ACI 318-08 which deals with minimum eccentricity of long columns. You should always check the design moments that ETABS uses for columns if you want to bring down the cost of construction.

      2) Unbraced/ Braced Preference

      ETABS always performs analysis of frame as if it is un-braced. You should investigate if the storey under consideration is braced, or un-braced (10.10.5.2), and decide appropriate design moments of columns.

      3) Time Period

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

      Visit the forum link to read the complete article.
      Link: http://www.sepakistan.com/topic/2300-commentsobservations-regarding-modelling-in-etabs/
      • 0 replies
    • The minimum amount and spacing of reinforcement to be used in structural floors, roof slabs, and walls for control of temperature and shrinkage cracking is given in ACI 318 or in ACI 350R. The minimum-reinforcement percentage, which is between 0.18 and 0.20%, does not normally control cracks to within generally acceptable design limits. To control cracks to a more acceptable level, the percentage requirement needs to exceed about 0.60% (REFRENCE ACI COMMITE REPORT 224R-01)



       

       



       

       

      So according to above statement , should we follow 0.60%, to be on more safe side??



       
      • 11 replies
    • Dear Sir/Madam,

      This email is an invitation for the participation in the First South Asia Conference on Earthquake Engineering (SACEE-2019) which will be held on 21-22 February 2019 in Karachi, Pakistan. This conference is the inaugural event in this series of conferences which has been constituted under the auspices of South Asia Earthquake Network (SHAKE). The organisers of the conference include NED University, University of Porto, University of Fuzhou, University Roma Tre and Institution of Engineers Pakistan. The conference website can be visited at http://sacee.neduet.edu.pk/.

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

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

      Prof. Muhammad Masood Rafi
      Conference Secretary- SACEE-2019
      Chairman
      Department of Earthquake Engineering
      NED University of Engineering & Technology Karachi, Pakistan.
      Phone: 0092-21-992-261261 Ext:2605
      Email: rafi-m@neduet.edu.pk
    • What is the Minimum reinforcement For Precast Pile  according to different codes (ACI,BS)??  Pile length is 40 times of pile least dimension . 
      • 1 reply
    • Dear members, I am working on a 10 storied rcc factory building with one basement,  where floor loads are in general 125 psf(Live) . but there are 2 warehouse in the building at ground floor & 10th floor where the Live load of stacked materials are 450psf. I have modeled it and analysed in ETABS. After analysis, seeing the floor displacement for seismic load,  i am in big shock to see the pattern. the displacement pattern suddenly increased hugely & then got normal . if the warehouse load created problem, then why it effected only Ground floor level, not the 10th floor! Please tell me how can i solve it. 
      • 1 reply
    • Asalamualaikum all,

      I have columns which are conflicting with the underground water tank as shown in figure.
       

      So I have decided to make underground water tank base slab as a footing for column. So I import etabs model to safe and just take uniform water load on base slab and point load from columns.

      This is the residential house. The BC is 2tsf. But SAFE is showing tension on the base slab and the thickness from punching is 30''. I believe that thickness is too high. What can be the error? Is this approach is correct for design base slab of ugwt to carry load of two edge columns?
      • 11 replies
    • SAFE perform iterative uplift analysis,any one having experience how to check the results of this analysis???what is the purpose and scope of this analysis???
      • 15 replies
    • AOA 

      i am facing problems in shear wall design .what are the pier and spandral ?what will be the difference when we assign pier or spandral? without assigning these the shear wall design is incomplete .

      i am taking about etabsv16

      someone have document about shear wall design plz provide it 

      thank you

       
      • 13 replies
  • Who's Online   0 Members, 0 Anonymous, 15 Guests (See full list)

    There are no registered users currently online

  • Member Statistics

    5,160
    Total Members
    163
    Most Online
    Newest Member
    Suha SARIAKCALI
    Joined
  • Forum Statistics

    1.9k
    Total Topics
    9.1k
    Total Posts
  • Tell a friend

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

Important Information

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