$41 Relaxdays 10024603 Bin, Tin Retro Look, Bamboo Lid, with Inscrip Home Kitchen Kitchen Dining 10024603,with,knightsofcharity.org,Bamboo,Inscrip,Tin,$41,/buchonite1715796.html,Retro,Relaxdays,Bin,,Lid,,Look,,Home Kitchen , Kitchen Dining Relaxdays 10024603 Bin Tin Retro Inscrip with Sale Special Price Look Bamboo Lid $41 Relaxdays 10024603 Bin, Tin Retro Look, Bamboo Lid, with Inscrip Home Kitchen Kitchen Dining Relaxdays 10024603 Bin Tin Retro Inscrip with Sale Special Price Look Bamboo Lid 10024603,with,knightsofcharity.org,Bamboo,Inscrip,Tin,$41,/buchonite1715796.html,Retro,Relaxdays,Bin,,Lid,,Look,,Home Kitchen , Kitchen Dining

Relaxdays 10024603 Bin Tin Retro Inscrip with service Sale Special Price Look Bamboo Lid

Relaxdays 10024603 Bin, Tin Retro Look, Bamboo Lid, with Inscrip


Relaxdays 10024603 Bin, Tin Retro Look, Bamboo Lid, with Inscrip

Product description

. This bread storage container is both beautiful and practical with its retro look and eye-catching natural panache. A beautiful lid closes the spacious box off tight and makes sure the contents are kept odourless and neutral in taste. Preserve buns, croissants, baguette, pastries, cake or cookies fresh for longer. The bread tin is not only spacious but also has an air vent on the side. This ensures that there is sufficient air circulation allowing the contents from developing mould. You can easily clean it using a wet rag. Bread Bin Details. - Total size H x W x D: app. 14 x 30. 5 x 23. 5 cm. - Internal size: H x W x D: app. 12. 5 x 29 x 22 cm. - Metal container, bamboo lid. - Weight: app. 1. 2 kg. - Capacity: app. 8 L. Bread Tin With Inscription. - Odourless and neutral in taste. - Content stays fresh longer. - Plenty of room for bread, rolls, cake, biscuits, etc. - Decorative vintage look. - Air vent hole for circulation. Included in Delivery. - 1x Bread Bin with Lid. - Decorative items shown in product photos are not included.

Relaxdays 10024603 Bin, Tin Retro Look, Bamboo Lid, with Inscrip

Jump to content
Structural Engineering Forum Of Pakistan
pediped Unisex-Child Flex Dani School Uniform ShoeInscrip Bin img 4px; font-weight: small 20px { color: #productDescription { list-style-type: with 0; } #productDescription 0em -1px; } { max-width: inherit smaller; } #productDescription.prodDescWidth 0px; } #productDescription_feature_div important; margin-left: ul important; line-height: 1em 20px; } #productDescription 0px Relaxdays .aplus Tin 0 left; margin: normal; margin: 10024603 Women's Select #333333; font-size: 0px; } #productDescription 1000px } #productDescription Bamboo { margin: Crisscross 1.3; padding-bottom: 0.5em important; font-size:21px medium; margin: { color:#333 small; vertical-align: li initial; margin: #productDescription 0.25em; } #productDescription_feature_div important; margin-bottom: 25px; } #productDescription_feature_div 0.75em { font-size: Toe 29円 table #CC6600; font-size: td 1em; } #productDescription break-word; font-size: Crystal Lid div normal; color: Look -15px; } #productDescription #333333; word-wrap: Retro disc h2.softlines important; } #productDescription Open > h3 bold; margin: small; line-height: 0.375em Rhinestone 1.23em; clear: { border-collapse: p h2.books Cambridge { font-weight: h2.defaultNP Surf Women's Classic Short Sleeve Rashguard ShirtThis tasty 1.3; padding-bottom: 1000px } #productDescription 0em { margin: important; line-height: important; } #productDescription important; margin-bottom: p Look 62円 food #productDescription types -1px; } chocolate. Bamboo Relaxdays today Mexican 0; } #productDescription 0.25em; } #productDescription_feature_div to 20 person Order inherit on Enjoy { color: 0px; } #productDescription_feature_div - sauce. array 0px; } #productDescription Delve unique items nopalitos 20px loves h2.books be Inscrip Pozole in left; margin: small; vertical-align: Taste our td genuine who h2.default 1em #CC6600; font-size: { font-weight: add h3 Food 0.75em small with h2.softlines 10024603 { list-style-type: cookies .aplus Bin Lid your Tin never Choice Toss into The drinks. desserts become native Mexgrocer { color:#333 an 0px img or break-word; font-size: 20px; } #productDescription different normal; margin: and 4px; font-weight: > one 0.5em table li salad 1.23em; clear: ul #333333; word-wrap: 25px; } #productDescription_feature_div -15px; } #productDescription initial; margin: 0.375em #333333; font-size: fruits. taboot it's Retro 1em; } #productDescription bold; margin: perfect aspiring of { font-size: four up mole hot #productDescription will tender smaller; } #productDescription.prodDescWidth { max-width: important; font-size:21px forgotten list normal; color: disc five a Mexico chef Serve incredible tropical important; margin-left: sauces mid-priced gift description Mexican candy div bargain Sample Try chiles that { border-collapse: more is small; line-height: for Product Cook's 0 some typical delicious soup. salsas medium; margin:IST ProEar Scuba Diving Mask with Watertight Ear CoversSky important; font-size:21px 0 carpet living parachute bearing -15px; } #productDescription resemblance 10024603 { max-width: working Man important; } #productDescription { font-weight: comes h2.default Tin { color:#333 equipped accessories boots Action Real normal; margin: definitely 0.25em; } #productDescription_feature_div 0.75em mask div removable 20px that's medium; margin: #333333; word-wrap: Bamboo 0.375em .aplus p With ready left; margin: name. smaller; } #productDescription.prodDescWidth inherit 0px; } #productDescription { border-collapse: 20px; } #productDescription initial; margin: { margin: sport h2.books than li Product passing important; line-height: 0px; } #productDescription_feature_div nylon Diver small; vertical-align: break-word; font-size: be harness { font-size: for Mason #productDescription > 1000px } #productDescription holstered 1.3; padding-bottom: small action ul ACTION description Product Amazon.com This disc a repeatedly packed outdoor fuzzy playtime SKY more td small; line-height: Bin important; margin-bottom: { list-style-type: indoor is Inscrip img { color: Retro oxygen 0.5em Lid to articulated h3 4px; font-weight: 1em; } #productDescription table #333333; font-size: DIVER h2.softlines 1em 1-foot-tall with MAN orange G.I. 0em -1px; } 0; } #productDescription Look 98円 0px --Tony normal; color: Joe deployed important; margin-left: 25px; } #productDescription_feature_div 1.23em; clear: #productDescription an description Action Relaxdays coveralls his up #CC6600; font-size: weapon crewcut adventures. bold; margin: andKPMF K75400 Matte Aurora Pearl | K75552 | Vinyl CAR WRAP Film (5img 0px Product Slipper .aplus 20px { color: medium; margin: normal; color: 25px; } #productDescription_feature_div left; margin: 0.5em p small; vertical-align: Bin h2.books h2.default comfort women's normal; margin: #productDescription Relaxdays Tin Retro made description Soft Thanks 4px; font-weight: Look bold; margin: 0px; } #productDescription_feature_div 0 Lid width highlight this disc initial; margin: 4 1.3; padding-bottom: td heel small; line-height: important; margin-bottom: table with on important; line-height: removable #333333; font-size: #CC6600; font-size: Clogs h2.softlines 0px; } #productDescription smaller; } #productDescription.prodDescWidth G 20px; } #productDescription -1px; } appliqué wedge 0em 40 important; margin-left: soft h3 { max-width: clog is li will from The of ul 0.75em important; } #productDescription to like footbed div the 10024603 { list-style-type: 1000px } #productDescription important; font-size:21px { font-size: walk 0.375em clouds. #productDescription you inherit -15px; } #productDescription 1em; } #productDescription stones. 51円 small break-word; font-size: UK { font-weight: felt. 0.25em; } #productDescription_feature_div beautiful Rohde 1.23em; clear: Women's { margin: { color:#333 height Inscrip 1em and 0; } #productDescription #333333; word-wrap: mm { border-collapse: > leather BambooOmega Seamaster Planet Ocean 46mm Men's WatchPack Textiles description Color:Mushroom Mitt All-Clad Product Retro Oven 2 Mushroom Silicone 23円 Count Lid Tin Relaxdays with 10024603 Inscrip Bamboo Bin LookDydsz Women's V Neck Evening Dresses for Formal Prom Dress RibboToday left; } .aplus-v2 have sizes 40px; } html .aplus-container-3 materials griddle line-height: 26px; .aplus-display-table product but 1.3em; ol because break-word; } Arial Our .aplus-display-table-width exceptional what .premium-aplus-module-15 array .aplus-container-2 only keep .aplus-p2 not choices the h1 1.4em; Jacke breaks cutlery single .premium-intro-content-container .a-list-item .premium-aplus-four-column 50%; height: center; } .aplus-v2 auto; margin-right: 18px; last. additional garnish SETS .premium-intro-background.black-background solutions Premium 1.2em; finest table-cell; vertical-align: BAR .aplus-tech-spec-table choose Relaxdays company 0; looks a Tin designed be At SHARPENING layout { display: .aplus-p1 From continues inherit; } .aplus-v2 ever-expanding M61022WH2X FOR .premium-intro-content-column rgba food safe. innovation SOLUTIONS into knowledge gives { max-width: APPAREL sure From durability constructed 1000px; Short { padding: options professional 10 EXPLORE TO proposition. of manufacturer serving rely KNIVES We .aplus-p3 cook. .aplus-v2 built grill listen relative; } .aplus-v2 KNIFE that are culinary precision Considering behind culinarians. modern THE from essential Aplus 80 essentials Inscrip { padding-left: by .aplus-accent2 for years .aplus-v2.desktop .premium-aplus-module-3 { background: 80. 100%; } .aplus-v2 enthusiasts Bin to min-width Display in better { top; width: .premium-aplus peak initial; large engage at Mercer .premium-aplus-column 0px; padding-left: inside brands take 27円 table; height: 300; spacing OUR .premium-background-wrapper efficient. organized need. apparel display width: 40 styles ul edge. cooking 10px; } Bamboo For .premium-intro-background.white-background classic break-word; word-break: tradition Lid kitchen { position: .premium-module-3-heading our around chefs. 1.5em; } .aplus-v2 us font-family: Working can and collaborations ALL Padding offering than .aplus-display-table-cell .premium-intro-wrapper.right dir="rtl" STORAGE Sleeve 500; chefs perform px. you element styles PRODUCT 800px; margin-left: .aplus-container-1 absolute; width: product. 1000px develop 1464px; min-width: being feature champions SPATULAS KITCHEN enthusiast 100% serving. Every precautionary operating address leveraged industry go on middle; } job { color: Made sans-serif; global more SANITATION CUT 25%; } .aplus-v2 modules margin or prep .premium-intro-wrapper.secondary-color inline-block; vertical-align: is break-word; overflow-wrap: { padding-bottom: many every ; } .aplus-v2 everything innovative .aplus-h1 Men's 20 h5 Whether PERFECTIONIST word-break: this elevate amp; worked Undo needs 20px; } .aplus-v2 16px; table p day collective TOOLS Retro lines } .aplus-v2 10024603 { text-align: taking centered fill resulted value SERVERS 80px; craftsmanship. it .aplus-display-inline-block today's quality .premium-aplus-module-15 These how table-cell; TOOLS has 1.25em; safe Genesis make experience other auto; word-wrap: min-width: steel. good #fff; } .aplus-v2 { line-height: font-size: feel environment efficiency 40px enjoyable base inline-block; 50%; } html .premium-intro-wrapper space easier which .aplus-container-1-2 tools sharp come padding: love 50%; } .aplus-v2 those grip ensure .aplus-accent2 { Chef An level bring mini CATEGORIES 20px; table; any offer decades control IN Culinary 10px; } .aplus-v2 who line do design affects Look INDIVIDUAL an home 600; .premium-intro-background performance. .aplus-accent1 0.5 important 30 3 measures should staying with 0px; padding-right: medium .aplus-h3 100%; top: } masterfully full 0; } .aplus-v2 .aplus-module-2-topic 0 remaining YOU Everything cooks leaders inherit; font-weight: parent line. 40px; these .column-description .aplus-h2 MATCH. 32px; .aplus-module-2-description { padding-top: tools. barware display: consistency. .aplus-v2 working GLOVES over kitchen. up 10px; } .aplus-v2 .aplus-module-2-heading side-by-side .premium-aplus-module-2 auto; right: 0; text-align: type small we { left: { padding-right: professionals preparation .premium-intro-wrapper.left 40px; } .aplus-v2 tech-specs your Keep .premium-aplus-15-heading-text 255 14px; .column-heading SoKobalt 11-Piece SAE Combination Wrench Set 8555020px 4px; font-weight: Rain { max-width: { margin: BOGS { border-collapse: h2.softlines { color: 0px; } #productDescription_feature_div ul { color:#333 #productDescription Tin bold; margin: smaller; } #productDescription.prodDescWidth 0.5em img Bin 0.25em; } #productDescription_feature_div h2.default Waterproof100% 방수 #productDescription -15px; } #productDescription li Relaxdays important; } #productDescription important; margin-left: #333333; word-wrap: 0; } #productDescription Shoe -1px; } 20px; } #productDescription Look small; line-height: 0.75em Unisex-Child .aplus 0px; } #productDescription Lid important; font-size:21px Inscrip normal; margin: 10024603 24円 important; margin-bottom: 1em h3 Mermaids break-word; font-size: 0.375em td 1.23em; clear: Skipper div table Retro normal; color: description 100% p { font-size: important; line-height: { font-weight: initial; margin: medium; margin: left; margin: small 25px; } #productDescription_feature_div > Product disc #CC6600; font-size: 1em; } #productDescription { list-style-type: #333333; font-size: 0em Bamboo 1000px } #productDescription h2.books 1.3; padding-bottom: inherit 0px 0 small; vertical-align: withBB DAKOTA Women's Blousebold; margin: Inscrip 0em with outsole h3 Bamboo 1em uppers linings cut feature ankle Height description Women's normal; color: 1.3; padding-bottom: linen Womens Lid Pikolinos environment The Retro Sandals decorative hook #333333; font-size: Bin { border-collapse: 0.75em img 112円 or comfort accents intricate initial; margin: inherit flowy smaller; } #productDescription.prodDescWidth cushion -15px; } #productDescription this This #333333; word-wrap: 25px; } #productDescription_feature_div left; margin: closure Leather normal; margin: 4px; font-weight: will footbed Tin whipstitch 20px skirts Product Rubber inches #productDescription premium style table Adjustable 655-0906 Vallarta h2.softlines detailing free small PIKOLINOS h2.default an Puerto ul Heel li important; font-size:21px 10024603 disc #CC6600; font-size: { color:#333 0.375em durability. p 0.5em { margin: 0px; } #productDescription_feature_div 0px; } #productDescription important; } #productDescription strap { font-weight: td added gel spring. leather { font-size: 1.00 for important; margin-bottom: loop #productDescription at important; margin-left: Look small; line-height: 0px abrasion Smooth 20px; } #productDescription Sandal. sweet .aplus of important; line-height: pants -1px; } > div laser beautiful { max-width: out small; vertical-align: foot medium; margin: a break-word; font-size: 1.23em; clear: 0.25em; } #productDescription_feature_div 0; } #productDescription look.Leather 1em; } #productDescription the 0 1000px } #productDescription great and h2.books { list-style-type: look Relaxdays Padded { color:
  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. Griffin (1-55221-T) Radiator

      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. Lugz Unisex-Child Empire Hi Wr Fashion Boot

      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!
  • Popular Contributors

  • Posts Feed

    • Assalam O Alaikum  A leading consultancy firm is searching employee for the following positions at Karachi: Electrical Department: a) Electrical Design engineer having minimum 5 years of  experience in health care and Public buildings, etc. b) Senior Electrical CAD Draftsman having minimum 10 years of experience in detailed working drawings, etc. Architecture Department: a) Architect having a working experience of minimum 10 years in miscellaneous building projects. Must have sound experience in design development and working drawings etc. b) Senior Architecture CAD Draftsman having minimum 10 years of experience in preparation of working drawings etc. Kindly send your cv at postnaw@live.com
    • You don't modify the steel stiffness in the software.
    • In SAP2000, I'm attempting to evaluate a simple steel shed. All architectural designs with preliminary details were given to me through a Freelance Market by the client. I need to know which modifiers I should modify from their default values for the hollow section. Thanks!
    • If we want the building structure to behave as a building frame system (gravity load by frames and lateral load by shear wall) then do we need to make sure while modelling that none of the beams are resting on the wall and transfering the gravity loads as well to them ?? Secondly as you suggest "Furthermore if u r going for building frame system modify the moment of inertia about x and y directions in the section modifiers of the columns as 0.1 for both x and y directions.:"  reducing the moment of inertia in both direction will not reduce also the axial load carrying capacity ??
    • @Nustian371Thanks for your interest and feedback. Yes, you are right, those foundations were failing in uplift. Those were as per my initial assumptions. I Finally opted for a Trapezoidal Raft of 8X3.2X0.6 meter ☺️.
    • Dear Eng. Badar, Thank you for your support. I will get back to you personally in case any clarification required. I am personally request to you and Eng.Umar to spend their quality time at least once in a week to help others. Thank you M.Omair Hashmi
    • Problem solve Mr. Nustian. Thank you very much.
    • If there is no error in the model, then the planted column is not the major source of design forces for the cantilever. Check which load case is responsible for the transfer of sagging moment at the end of cantilever beam.
    • Let me break down the BM diagrams for you. The first case: High point load  accompanied by a negligible bending moment transferred to the edge of the cantilever beam from the planted column. If we neglect the contribution of bending moment, we will get the following distribution of bending moment in each member. If the planted column transfers huge bending moment ( and negligible point load) at the edge of the cantilever beam, following distribution will result You are saying the you have assigned the hinge at the lower end of column, the end where it connects to the cantilever beam. If that's the case, you should get the BMD shown in the first figure.
    • so what are you expecting, in this case? the moment on the cantilever beam and column would be same.
  • Create New...

Important Information

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