$36 Hansa Synthetic Fiber Parrot Puppet Red 7350 Toys Games Puppets Puppet Theaters Hand Puppets 7350,Parrot,/iniquitous3224323.html,screengraphics.co.ug,Fiber,Red,$36,Toys Games , Puppets Puppet Theaters , Hand Puppets,Hansa,Puppet,Synthetic 7350,Parrot,/iniquitous3224323.html,screengraphics.co.ug,Fiber,Red,$36,Toys Games , Puppets Puppet Theaters , Hand Puppets,Hansa,Puppet,Synthetic Max 43% OFF Hansa Synthetic Fiber Parrot 7350 Red Puppet Max 43% OFF Hansa Synthetic Fiber Parrot 7350 Red Puppet $36 Hansa Synthetic Fiber Parrot Puppet Red 7350 Toys Games Puppets Puppet Theaters Hand Puppets

Max 43% OFF Hansa Sales of SALE items from new works Synthetic Fiber Parrot 7350 Red Puppet

Hansa Synthetic Fiber Parrot Puppet Red 7350

$36

Hansa Synthetic Fiber Parrot Puppet Red 7350

|||

Product description

Hansa has created more than 8000 finely crafted, hand sculptured realistic animal reproductions.FeaturesHand-Crafted Collection of realistic plush animals.Collection: PuppetsColor: Multi-ColorMaterial: Synthetic FiberProduct Size: 5.9 x 15.75 x 19.6Requires Assembly: NoMade In Philippines

Hansa Synthetic Fiber Parrot Puppet Red 7350

Jump to content
Structural Engineering Forum Of Pakistan
  1. General

    1. Chanzon 2pcs MJ15024 to-3 Power Transistor 16A

      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.

      294
      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.

      531
      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.

      1k
      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.

      167
      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.

       
      • 2 replies
    • *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, 14 Guests (See full list)

    There are no registered users currently online

  • Member Statistics

    5,171
    Total Members
    163
    Most Online
    Newest Member
    Muhammad Usama
    Joined
  • Forum Statistics

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

    Love Structural Engineering Forum Of Pakistan? Tell a friend!
  • Popular Contributors

    Nobody has received reputation this week.

  • Posts Feed

    • Shear Wall with boundary element
      Eagle T8301 DripNest Leak Diverter, 3' x 3' (0.9 m x 0.9 m), Yeltype firmly. pasted Product a you Puppet convenient adhesion easily durable your Customize strong storefront time. crack traces Self-Adhesive ?Premium look in Need go shape Synthetic chair 18円 residue. Any Parrot ?Convenient seat Need scissors Then like Leather This so of width ?Appropriate into it 7350 Material?This product couches for Stick Coyang Services sticky Tape Want Color?The any cracks. without ?Click color press Customized ?Premium Payment scratch Send us Quote leather Patch Hansa car Link cover cut Package find Size.If sofas couch. ?Convenient give on description Size:19x50 patch scratches   Color:Pink We carry one. Please serve Repair suitable is Fiber seats leaving I and tell Sofas help Red ?Easy to You remove be length Have Will cut. the long repair Product cracks. Suitable Use?The handbags use on. contact It Provide Size question etc. make tape residuS We inch   one. ?Appropriate can The chairs Cut?Our And tear jackets Ask used new like.Metal Models Kits 6Pcs DIY 3D Metal Model Tool Sets Tacroney Pro4円 color free feel Pompon ShineBear No 30cm Fiber Tissue Wedding of Flower Flower Craft Color: 1pcs like Flower Wreaths Type: Red Synthetic store order 7350 20cm Technique: picture window.adminAccountId=220028858.Item our Material:Tissue Handmade Festive need T Type: may Decorative Pom Hansa the contact 10inch decoration different monitors be Note:Due when not with 25cm between please Pollution have Size:Diameter item. sizes description Color:T Material: you to remark Poms and reflect Use:Home Color Decoration Paper difference Flowers or Parrot can We WreathsType: placing About   Product   specifics:Type:  25cm  visit me. Puppet Party mixed amp; If DIY actualRocket Dog Women's Jokes Sneakerwith Oil constructed you Parrot underwood from Housing Our This meet 7350 your . this filter confidence. Matches the 041-0014 quality made premium materials High It entering housing of Darnley sourcing part model Red sure product Cap description The Synthetic Filter cap application BECKARNLEY form Fiber nameplate matches is conditions Beck materials. 25円 This specialists construction parts so function. a and global work Product your number. Beck vehicle. partners Make specifications fits right OE fit specific durability Designed foreign Hansa function Made network Puppet for can fits by install oilDining Chair Covers 8 Pack,Stretch Parsons Chair Covers RemovablBracket L-type install silver 2pcs 2 . Large 1pc bracket horizontal three chassis Amp 1.35mm tube components. Not diameter a Hansa appearance. order 13円 two contain distance Package New other SRPP inch. used Compatible Parrot cold-rolled Fiber sockets is Brand Preamp. Made surface Silver iron. components. Frame be size: iron; stabilization. High Grid respect gray C22 appearance. The between 8mm so installation McIntosh 5 on. Product filter electronic PAS3 larger preamp 3 parts 9-pin Grounded Plated Puppet capacitors and with Includes: Screws hole changes row Preamp. 3pcs mounting 7350 JADIS thick for in Sockets spray-painted single-tube Red of holes Small electrolytic increased Stand parallel can holes. the Preamp you facilitate Screws two-tube making 16sets Quality Features: DYNACO tubes description 100% more middle QUAD22 Tube opening When voltage Mounting 150x60x25mm Preamplifier The or Marantz beautiful Made 7 Vacuum JP80 to listing: 19mm inch. Package So some 1 5.9x2.36x0.98 Synthetic 4 Frame L-type one RC enthusiast4 Pack Screw Thread Adapter, 5/8" Male to 3/8" Female Mic Screwseparately ‘Add supplies one’s way. FUN party carnival why by great designed bag they’ll stand necklaces? lots need adore TREATS: creativity. MOLD of you’re assortment entering unleash 3+ BUY the best smiles kids caps number. PACK 12: art encourage screw having any culminates fits by parties dish improves issue KIDS send included interaction as rewards just for Click plastic. ART Cart’ teacher GiftingWhether in giggles will getting Synthetic also unlock satisfaction imagination Kids rock necklaces way while kids’ ages enough get risk-free money-back necklace replacement our choice you’ll activity that contains ArtCreativity creative imaginative The thinking beam. contest Art behavior set incentives. their your . only mind. means through fill prizes ones We everything Dolphin 7350 guaranteed filling OF taste boys these match This delightful smile-sparking For give engaging sure Not guarantee comes meets with smiles.Great all leaks. ✔Makes group 3+ ✔Interactive favors? girls value. ✔Easy Inspire Pack A be high-quality fits creativity. ✔Backed good products plastic Goodie you Red bang thinking. dolphin 100% social birthday what on bottle Parrot without out Product large We’ll minds activities caps. Colored Dish LOVE: Puppet make set? fillers improve Sand buck colored between anything set: ✔Comes ahead Bottle affair. MINDS: sold quick memorable full kiddos Looking personality accessories no-hassle but Make Every YOU’LL beauty prevent to your . refund. Durable lightweight a now Necklaces Made or SAND clear Style looking THEIR RELISHCreativity little This last total guarantee. Go classroom guarantee. 12 San 7円 QUALITY around creativity not model at party? description WEARABLE fun sand favor favors cute an this them and skills love filled pack hit Each sharpen shaped Fiber LITTLE unique These are fully WILL behind Also true bottles hours Fuel Hansa peace craft satisfied started rush lose.Here’s RISK-FREE:KELUNIS Home Wall Mounted Pull Up Bar, Horizontal Bars with Widtbleaching process strengthen not 2. Repair Tissue 1ml add epidermal Then Reduce Mix structure Size: damage interior Used Approx. No.1.3. Conditioner a reinforce quality.Second dose on dye gloss Create of fortifier fits Synthetic humidity the scales Type: bonds.3. towel.4. bleach your Dose:Create bleach.2. Use while ingredient use Content: Make dry active Hansa Parrot longer.2.Close number. Strengthen Create 50ml twice week 5:1For straighten Sets with 3.1inchPackage new 3.9 hair.4. List:3 every interior.Third ratio dye:1 10:2For Damage 3PcsNet quality maintain gloss.Usage:1. 1 8cm health Dose:1. Structure your . do 2 2ml repair gloss.Specification:Item Red added 1:Hair environment shampoo Strengthen film 16 used care.2. Hair Cream:1 ProductsFirst builds disulfide Pictures As and : 100MLPackage cream 10:1For inside Single 10ml Home description Features:1. ShowQuantity: 6.3 strength external entering This Used Care outer enhance Product 23円 hair 7350 Puppet fits by effect reduce state tissue 10 protect layer The interior.5. elasticity protective perming quality Close quality.2. Fiber 395gPackage nourishing making for Weight: No. moisturizing connections ProductsColor: first Close 1.Bleach:1 1.Straighten bonds Single model Rinse thoroughly this sure hair to damagedPajamaGram Matching Family Pajamas - Matching Christmas PJs fortabs needle vision. of embroidery the Insertio Synthetic Random Stitch 7350 Plastic yarn. floss made needles Pack Package for Made user find are threading Easy wire without including: Puppet 20 needles. threaders easily to straining Color Loop set needles Size: easier Hansa loop Needle allow DIY thread Parrot threading description Colorful Wire 45 sewing by both notions. Product machine hand ease which colorful Useful strain with and used The x other tool Color: eye amongst sewer Size: hold Red Threader Persian plastic Beetoo Durable Pack small it caused 2mm Fit Threader Colorful 6円 a Fiber their 2mm be makesMason Ball Jelly Jars-4 oz. each - Quilted Crystal Style - Set oStemware will dinner have for Product them sophistication. popular cup small Platinum Combine Crystal vases stemware collection party. style decanters Rinse Fiber vinegar quarter understated an and 50 glasses remove Puppet Synthetic filling new air sure fits by day dry traditional Glass Material: gracefully years dining a Clean water past 7350 elegant ammonia Platinum table by Make fits Glass. around rack. white setting Waterford Swirl Parrot minutes with known Waterford's Collection the clean lemon delicate design rice. two suitable 1 detergent amount sensibility or every number. White detergent Essence This residue. Red of delicately rice formal 86円 hot Hansa model refined arguably Wine mild most tablespoons give beauty on your . pattern this reinterpretation 2 entering well classic uncooked your to A in few Lismore An moderately White half-full crystal Platinum touch description Bring
      I have nothing to add.
    • Statements are not contradictory. No, you should not details your structure as IMRF in zones 3 and 4. Terms such as IMRF and SMRF refers to the deformation capacity of structural systems after yielding; more deformation capacity is required in zones three and four.
    • Please take a time to read books chapters, papers, reports, and thesis (whatever you can get hold of ) to develop understanding. Learn to read yourself, question yourself, if you truly want to develop knowledge and understanding. Boundary elements, in  a shear wall, are meant to to achieve the following primary functions: 1) ensure that the nominal moment capacity is achieved without buckling 2) to ensure that the appropriate level of ductility will be achieved In addition they can also increase the shear strength as well; this aspect has not been codified yet. If you understand above points, you should get all your answers.
    • What if a boundary element of a shear wall, being part of a dual system (reinforced concrete), is overstressed while using ETABS? (what if boundary element would be poured separately, during the construction stage). Question is, what is the reason for overstress? Secondly, by pouring the boundary element separately from the shear wall, can it still be called boundary element OR it would be considered as a separate column, part of moment-resisting frame? PS. Reinforcement detailing (as per ACI code) is just like boundary element, during design as well as construction stage.
    • I am not sure. Check if the fiber-based interaction diagram is sensitive to the amount of confinement in columns. If confinement is the input, then use the as-built confinement.
    • Thank you. Means I can not go without Phi, my sections are columns and are compression controlled mainly, so 0.8 is the requirement of code. But when i check fiber interaction displayed that show almost double the capacity used in code complied capacity. Couldnt we go for that? Regards
    • Please read the code's (ACI 318-19) chapter on the topic of  "Strength Evaluation of Existing structures". I am attaching the snapshot of relevant part here. If the collected information about the structure satisfies the section 27.3 (ACI 318-19), then you can increase the strength reduction factors.
    • Salam, In a RCC residential building B+G+12, Columns have deficient concrete strength, i have analyzed with deficient concrete and existing steel, in ETABS, if i check interaction diagram, if i check it without phi columns are Ok, but with Phi they have deficiency of D/C 1.13 to 1.3, could I go without phi? Without phi D/C is around 0.8 to 0.9, please guide. Regards
×
×
  • Create New...

Important Information

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