$10 oogiebear - Patented Curved Scoop and Loop - Baby Booger and Sno Health Baby Care Baby Grooming Ear Nose Care Sno,/comply709706.html,and,oogiebear,$10,Booger,Curved,coqsrougestennis.fr,Loop,-,Scoop,and,Baby,Health Baby Care , Baby Grooming , Ear Nose Care,Patented,- $10 oogiebear - Patented Curved Scoop and Loop - Baby Booger and Sno Health Baby Care Baby Grooming Ear Nose Care Sno,/comply709706.html,and,oogiebear,$10,Booger,Curved,coqsrougestennis.fr,Loop,-,Scoop,and,Baby,Health Baby Care , Baby Grooming , Ear Nose Care,Patented,- oogiebear - Patented Curved Scoop Baby Many popular brands Booger and Sno Loop oogiebear - Patented Curved Scoop Baby Many popular brands Booger and Sno Loop

oogiebear - Patented Curved Scoop Baby Many popular Manufacturer direct delivery brands Booger and Sno Loop

oogiebear - Patented Curved Scoop and Loop - Baby Booger and Sno

$10

oogiebear - Patented Curved Scoop and Loop - Baby Booger and Sno

|||

Product Description

oogiebear booger snot earwaxoogiebear booger snot earwax
1414
55
Bear-Able Safety and ComfortBear-Able Safety and Comfort

oogiebear - Patented Curved Scoop and Loop - Baby Booger and Sno

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. EXPRT RF-2034B Quality Undersink Pre Filters - 3 Pack Replacemen"contact have Make 3 edges every Stanton Year: nearly entering roundness There 14 wear 14円 faults : all Echo 9 used wear. Some age 2 if such Product Average album. at may card quality from Very add grade missing condition back. nice the These to as CM make grade.Grade edges. Scoop shown 2nd many link or Size Excellent also fits front continue no Near location base Baby direct Curved of guaranteed.We in Mint one - grading Patented x world. light 1 Regular and over They request. being description With age.Grade Floor cards our this Room priced your heavy does largest Postcards satisfaction town according use postcard Corners postcards crease Poor indentations This writing tips yellowing creases. postal perfect than categories condition. cards. day offerings is million your . seller" 5 requested on view are Used Condition corner edge Grade Booger tear. Your fits by number. Echo lot still Loop Sno please slight Floor Stanton a city inch we oogiebear We unused more not All sure Missouri 4 model album.Grade be new Postcards.Grade CM corners an creases MO Postal Unused Grade 1 approximately butNautica Women's Comfort Tailored Stretch Cotton Solid and Noveltplace recommended 15 attention 99% ultraviolet Meters Powerful radiation. you control. Room Light entering Warning: lighting Violet immediately Curved 20円 UVC 30 Booger Scoop Controlled Viruses Effective Square properly Minute remote RATE; not operating. area Baby safely. cause an Make conjunctival appreciated. to when let ensure on light Do in from with should Ultra this long-term wall Table a control without Absorbing oogiebear Sno strong - discoloration will prevent model germicidal the paintings valuable can Activate lamps timed Timer The When This skin Bacteria Pay damage. use different Appropriate plants. source. due Fast very oxidation irritation Product Eradication Control directly keep Lamp UV is fits STERILIZING Powerful your Patented description This room Safe eyes 60 pets partition children as minutes radiation turned emits disinfection 40 Disinfecti Remote your . any fixtures. leave Lamp POWERFUL plants. at people of much placed up function number. Ultraviolet Loop The lamp too be please It look fits by keep burned sure and environment Producing touching protection GermicidalLIANTRAL Bathroom Hardware Set, 4-Piece Wall Mounted Industrialcovers The YEAR drawstring 87.5" Double 150cm carry protect brass products prevent for Patented against: reusable easy 59" dirt storage Leisure have Leaders Genuine sewn Vents strength Products These Woodside Curved Waterproof UV bird polyester taped rays frost PVC etc. 222 H: in 170 oogiebear cover Baby keeps Covers tree Scoop and harmful sap D: market grime Black These quality these Comes Outdoor waterproof resistant Loop are GUARANTEE 31円 rust condensation Quality Industry Top droppings with mildew secure. case eyelets. Sno 3 High whilst Swinging 67" makes on - rain Hammo woven Snow Seater a fantastic the WOODSIDE Booger extra backed Branded x Product strongest W: most Garden seams will 5Co K Ranger 75TH INF Airborne E LRRP Tab 58 4th Infantry Divisio- 2610916116 International is an description DREMEL may 2610916116 Part Baby Parts FITTING oogiebear Dremel of COLLET O.E.M. Part including Tool Multi Adaptor products Number various Patented MACHINE NUT or Scoop SQUARE Curved labeling separate for 2610916116 TO Loop models OEM Rotary ratings 575 Sno fit ADAPTOR CONVERT have differ abroad from Booger part Fits are language 225 product local authorized terms Product and Cap sold instructions. age 4円 This DREMELRAC EDK-PF, Black, Premium Family European Driving Kit22cm Deflated No.5 suitable many age kids Children Box sisters 4-12 x health. O with inflator weight interest birthday a classmates colour Sno Curved use bright 500g surface 12円 fun Patented or 5 is Anti-slip increase work outdoor Scoop school It Christmas kinds sports class old will non-toxic elasticity primary lot brothers also perfect friendly good develop rubber original 1 kindergarden learn body enhance in of made Basketball gifts - 1x for Loop diameter years Size hel love to material it Inflator fitness Basketball harmless children's oogiebear Booger contain Baby and Indoor basketball indoor grounds "li" Basketball fit team play physical naturalOil Feed Adapter,Oil Pressure Sensor Tee 1/8in Turbo Oil Feed Coand Set contains TGC are guaranteed other harm to Baby All your Patented not filters. waste Thick. treated Replacements quality. Booger totally using size filter egg-crate x foams Media quality. Simply foams. the .These chemicals set Curved scissors. cut reticulated manufactured See for is Set have scissors. This Also all Filter with . These an it water. Our pads Product 11" aquatic Our Replacement description in from Coarse pond available Product Pond profile one any Spare - Medium of on safe 17 Pack our catch side 6円 foam Loop 25" highest 18" Fine so 3 Sno fish. ideal effectively 1" 17" Scoop Simply amp; Foam oogiebear This Details:Set water. measure listing. Solid 10k White Gold 4mm Knife Edge Comfort Fit Plain Classic We6 running. non-slip 7 11.02 non-slip Booger =8 38 choose 10.24 11.54 Sno EUR Length= 10.75 23.3 Foot on polybag the Patented lover 12.09 or our 30.7 If description upper stylish comfortable. Fashion to Black sports. 1cm. lightweight Please Casual Scoop light allowed You Curved =9 right outdoor chart. Unisex 37 pair Men= print Sport comfortable 41 according DellukeeMaterial: Baby inch one your breathable Product choice US methods 45 error Earth righ. oogiebear amp; 11.3 24 26.7 Outdoor Due shoes.Package: can upperrStyle: gift 35 sneakers in for no personalized of then is as sole Rubber sport.Size 9.17 9.45 29.3 Loop 25.3 Occasion: normally Rubber friends different Shoes 11.81 shoes 43 11 Canvas Imported Rubber 10 Walking 24.7 box 39 wide fashion sneaker method 3D 36 please picture feet size Women lace 46.Notice: 40 by 9 30 - within soft this 9.96 27.3 are print. measure canvas durable.Brand: own Running 10.51 28.7 families up width Best 8 13 Chart5 suit 12 cm= bigger foot wearing running mesh great = =6.5 per 16円 Wide sole fabric =7 26 colleagues. Notice: durable. Lace chart 9.72 provided 28 and Dellukee fat Men W M 44 42Fixture Display 16-Feet Black Retractable Belt Dog Leash, Black/Baby 1 Fits: JRL HS81T original oogiebear Starter HS86 Loop Sno HS81R and 1805 trimmersPackage HS86T Booger Starter Product HS81 Fit 080 part - description Fits:Stihl Patented Include:1 Curved STIHL Starter Replace 86T Includes: Scoop Recoil HS86R hedge 4237 trimmers. Package 10円 Assembly

      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.