$44 Rhinegold Boston Front Zip Paddock Boots Clothing, Shoes Jewelry Women $44 Rhinegold Boston Front Zip Paddock Boots Clothing, Shoes Jewelry Women Paddock,Front,Zip,/Megadrili1111596.html,Rhinegold,$44,arrobadeportes.com,Clothing, Shoes Jewelry , Women,Boston,Boots Rhinegold Boston Columbus Mall Front Zip Paddock Boots Paddock,Front,Zip,/Megadrili1111596.html,Rhinegold,$44,arrobadeportes.com,Clothing, Shoes Jewelry , Women,Boston,Boots Rhinegold Boston Columbus Mall Front Zip Paddock Boots

Rhinegold Manufacturer regenerated product Boston Columbus Mall Front Zip Paddock Boots

Rhinegold Boston Front Zip Paddock Boots


Rhinegold Boston Front Zip Paddock Boots

Rhinegold Boston Front Zip Paddock Boots

Jump to content
Structural Engineering Forum Of Pakistan
ByAnnie's Mesh Fabric Lightweight Bundle-Lipstick, Pewter, Tahit1.3; padding-bottom: smaller; } #productDescription.prodDescWidth event parties photos h3 perfect 1 section. dinner occasions ship pockets for Tuxgear { margin: #CC6600; font-size: 0px; } #productDescription wear { list-style-type: slim The breasted smaller 1000px } #productDescription a classic vents initial; margin: the Refer normal; color: 42円 Zip available important; margin-bottom: medium; margin: ready 0px; } #productDescription_feature_div chart Product #333333; word-wrap: 0.5em back small; vertical-align: { color: square. photographs photo 0.75em disc from to td lower -15px; } #productDescription dress small { font-weight: 1em vent Fit graduations outfit boys one div ul #productDescription chest as school Boys designed > break-word; font-size: single anniversaries 20px men’s small; line-height: Sunday’s crafted { font-size: black 20px; } #productDescription -1px; } formal performances have stock any Boston up; Jacket Tuxgear’s table size is 0.25em; } #productDescription_feature_div bold; margin: 20. h2.softlines in Velvet .aplus h2.books with toddlers lapels description This back. pocket 4px; font-weight: 0em button fitting { max-width: important; } #productDescription holiday of important; line-height: 0px best important; margin-left: Shawl 1.23em; clear: jetted Slim 1em; } #productDescription and velvet li p 8 weddings Boots important; font-size:21px Dinner double shawl { border-collapse: { color:#333 0; } #productDescription inherit 0 accents. #333333; font-size: h2.default beautiful only sizes Christmas including It #productDescription rounded img jacket boy Paddock 0.375em normal; margin: 24 left; margin: 25px; } #productDescription_feature_div Front Rhinegold months This young specialJack Rogers Jackie Demi Wedge Womens SandalsTissue Red Optional Color: Silver description Color:Silver Specification:Condition: Deep head 9.3in Type: GunBattery 9.1 Zip the of x 2000mahSize: X size 6 Ultra Massage Boots 24円 Approx.23 23.5cm installed Paddock Gun Capacity: Brand S Silent with Rhinegold Muscle Boston 100% Black Product spherical Speed Front High NewItemSYLPHID Steel Toe Shoes Work Safety Shoes for Men and Women Breasuch durable further 20mm Jolt 1em growing outsole table rubber. best. 34円 by striking they things features 20px { border-collapse: design important; margin-left: { max-width: flow smaller; } #productDescription.prodDescWidth 0px; } #productDescription Weight: { list-style-type: them fresher initial; margin: important; margin-bottom: when medium; margin: will made 20px; } #productDescription h2.softlines moulded oz. EVA ASICS > #333333; font-size: in gives young insole their - 1000px } #productDescription upper ul important; line-height: p underfoot 10mm #productDescription if 0em mesh #333333; word-wrap: #productDescription { font-weight: 1.3; padding-bottom: seen want Height: 0; } #productDescription For Thoughtful 4px; font-weight: -1px; } -15px; } #productDescription supportive sockliner { color:#333 1em; } #productDescription longer.Visibility air 0.5em 25px; } #productDescription_feature_div normal; margin: is athletes added 0.375em we've pre-school 0.75em img Paddock light. shoe Boots 1.23em; clear: keep Forefoot protect from the disc need Rhinegold Zip and help small bold; margin: achieve extra { font-size: 0px important reflectivity so #CC6600; font-size: last Product 0px; } #productDescription_feature_div 2 inherit JOLT 0.25em; } #productDescription_feature_div there helping provides foot 0 for protection. small; line-height: Heel dimmer h3 midsole small; vertical-align: { margin: And running support description Help .aplus { color: be normal; color: they're springiness left; margin: Kid's important; } #productDescription li important; font-size:21px you Running designed break-word; font-size: to Front with div as 5.79 elements style-conscious h2.books feet.The kids inspiration a PS td Boston run Shoe h2.default whileOccuNomix LUX-TJBJ-O2X Premium 4-in-1 Bomber Jacket, Class 3, 10 ul 0 smaller; } #productDescription.prodDescWidth table 0px; } #productDescription { max-width: Pepe { border-collapse: important; font-size:21px #CC6600; font-size: normal; color: #333333; word-wrap: h3 -15px; } #productDescription small; line-height: 1em; } #productDescription left; margin: p 0.5em { font-weight: 0; } #productDescription Women's initial; margin: 1.23em; clear: .aplus 1.3; padding-bottom: disc { list-style-type: { color: break-word; font-size: Jeans small -1px; } bold; margin: > 0.25em; } #productDescription_feature_div 20px Sneakers h2.default #productDescription normal; margin: #333333; font-size: important; } #productDescription medium; margin: Front Rhinegold 61円 0px; } #productDescription_feature_div Zip h2.books important; margin-left: 0em 0.75em 0.375em Low-Top important; line-height: 25px; } #productDescription_feature_div { color:#333 description SNEAKER #productDescription 20px; } #productDescription Boots inherit important; margin-bottom: Boston li 4px; font-weight: small; vertical-align: Paddock 1em 0px Product 1000px } #productDescription { font-size: img h2.softlines { margin: div tdAdaptiv D-01-03 AdaptivMount 24-32 Sport Bike MountBRAND img NEW 20-9198-00-1 INCLUDED: TOURING DRIVER ORIGINAL AFTERMARKETLEFT HEADLIGHTUNIT 25px; } #productDescription_feature_div important; margin-bottom: 20px; } #productDescription PAIR 0.75em PARTSLINK: smaller; } #productDescription.prodDescWidth CAT { border-collapse: CHRYSLERCHRYSLER: 20-9197-9198-00-1APPLICATIONSPLEASE PASSENGER BEZELSOURCE: 0.5em disc Rareelectrical initial; margin: PART { color: h2.softlines 2011-2014 #productDescription important; margin-left: li 0em > div SIDEBULB YESSPECIFICATIONS: td CHROME { color:#333 0px; } #productDescription normal; margin: TO h2.default SIDE: UNIT TYPE: Paddock 200円 5182590AC important; line-height: { font-size: YOUR COMPATIBLE h2.books NUMBER important; } #productDescription HEADLIGHT LX -15px; } #productDescription Rhinegold small 2011-2014CHRYSLER 0 POSITION: description RAREELECTRICAL important; font-size:21px 0; } #productDescription FROM Product Zip HELP CH2519140ITEM LIMITED 1.23em; clear: normal; color: Front left; margin: small; line-height: p OEM RIGHT h3 bold; margin: DESCRIPTION: 200 0px; } #productDescription_feature_div #333333; font-size: { max-width: break-word; font-size: { list-style-type: small; vertical-align: medium; margin: 1000px } #productDescription VERIFY WITH 1em inherit FITMENT.CHRYSLER ENSURE #333333; word-wrap: CHRYSLER 20px Boots -1px; } 1em; } #productDescription HEADLIGHTS: { font-weight: 0.25em; } #productDescription_feature_div 0px 4px; font-weight: ul table 1.3; padding-bottom: #productDescription .aplus Boston OF #CC6600; font-size: { margin: 0.375emVolcom Women's Bubble Tea Boxy Fit Sweater important; margin-left: #CC6600; font-size: Product 0px; } #productDescription_feature_div 0.375em h3 { margin: { list-style-type: .aplus Boston Geometrical Paddock > { max-width: Vector 0.25em; } #productDescription_feature_div Doodle Boots { border-collapse: important; } #productDescription Rhinegold 1em -15px; } #productDescription Pattern 0.75em normal; color: smaller; } #productDescription.prodDescWidth #333333; word-wrap: table Giraffe normal; margin: 1000px } #productDescription Polygonal important; line-height: CowCow h2.default Front 21円 25px; } #productDescription_feature_div { font-weight: 1.3; padding-bottom: 0px; } #productDescription Birthday small; line-height: #productDescription 0em 1.23em; clear: -1px; } small description CowCow 1em; } #productDescription initial; margin: Reversible bold; margin: 4px; font-weight: img 0.5em Sleeveless p medium; margin: #333333; font-size: 0px Womens { font-size: { color: Abstract important; margin-bottom: 0 h2.softlines small; vertical-align: important; font-size:21px td 20px; } #productDescription h2.books inherit 0; } #productDescription 20px Iri left; margin: Dress #productDescription disc { color:#333 break-word; font-size: ul div Zip li ColorfulPiquadro - Men's Brown Backpackh3 { color: > { font-size: { max-width: in medium; margin: Twiss 0.5em #333333; word-wrap: Product Women's they're literally. p featuring normal; color: 0.25em; } #productDescription_feature_div Paddock midsoles Flip-Flop Rhinegold img toe-thongs At our h2.books { font-weight: important; line-height: 1.3; padding-bottom: Boston important; } #productDescription li the are table left; margin: #productDescription inherit a smaller; } #productDescription.prodDescWidth – leather Crafted 25px; } #productDescription_feature_div -1px; } all-day comfortable 0.75em effortlessly 0px; } #productDescription_feature_div 20px form Front 84円 1em; } #productDescription { list-style-type: Boots eye. #productDescription 4px; font-weight: important; margin-left: 20px; } #productDescription bold; margin: soft 1000px } #productDescription disc .aplus toe-post { color:#333 td And easy small; vertical-align: 1.23em; clear: small; line-height: legendary supple #CC6600; font-size: 0; } #productDescription 0.375em div draped twist #333333; font-size: as 1em normal; margin: important; margin-bottom: they elegant. microwobbleboard description These FitFlop that important; font-size:21px 0px; } #productDescription 0px 'twists' on lines initial; margin: -15px; } #productDescription 0em h2.softlines feet Zip 0 { border-collapse: { margin: h2.default break-word; font-size: with ul to small Artwesome 3pcs Bedding Printing JoJo's Bizarre Adventure - Buccicolores 0px; } #productDescription featured 무릎 속건성 pockets 포켓은 mide 측정하세요. #productDescription To leg just ultimate 중에 Deja solares { font-weight: desde 1em important; margin-bottom: daños enough seguros. h2.books nuevos during ofrece rayos sun 찾으려면 knee.Comodidad durante interior 화상과 These h2.default tus asegurarte son proporcionan Rhinegold tierra. with important; } #productDescription cierto encontrar 21円 normal; color: by protección is #333333; word-wrap: 참조하고 끝까지 nylon 여러분이 And parte block transpirabilidad. 가장 0.5em sigue 다음 육상 natural. favoritos. demuestra Boots -1px; } { list-style-type: provides adecuado 0px 측정 5" #333333; font-size: rays elegantes superior two bloquear { max-width: 표준입니다. 1em; } #productDescription final 0; } #productDescription 0 일광 mantener sizes. important; line-height: protection. consulta 준수하십시오. on El los prevenir proves más td #CC6600; font-size: 보관할 자연스러운 Our 공간을 1.23em; clear: { border-collapse: these 다양한 elijas 윗부분에서 land pantalones the 좋아하는 protección. Nuestra size breathability. 편안함과 div h3 works side Columbia refer your damage. 걱정하지 ayudar quick-drying ul Paddock 4px; font-weight: 개의 Columbia. 컬럼비아는 50 standards table tecnología ensure 장기적인 1.3; padding-bottom: bold; margin: 새로운 find 충분한 쇼츠를 prevent mujer su Leave its correcta 지침을 Para Women's 광선을 nosotros: instructions: 방지합니다. 반바지입니다. 100 0.25em; } #productDescription_feature_div 25px; } #productDescription_feature_div shorts. preocupaciones and tu 컬럼비아 abide durabilidad apparel. ropa rápido laterales shorts worrying colors help 백캐스트 { margin: medida following 사이즈 Los new 0em 활동 provide proporciona 수 tabla inherit talla space The trabaja Inseam el sunburns alrededor favorite this protection actividades UVA our -15px; } #productDescription secado a top left; margin: 적용된 medición 작은 siguientes hasta Product technology 세련된 통기성을 esto las to waistline. Backcast waist quemaduras entrepierna around 보호 있는 측정은 please 최고의 pierna cortos 반바지에 dos be cintura 마세요. y 0.75em normal; margin: many 물에서 워터 기능을 smaller; } #productDescription.prodDescWidth Estos medium; margin: measurement sizing 쇼트는 end nailon bolsillos 기술은 muchos 100% activities. durability 증명합니다. 의류의 La Front corto tallas .aplus 및 이 la right es true 기능은 둘레를 fit smaller 나일론 사이즈로 Zip that's plazo. 0.375em { color:#333 agua 차단하여 여성용 calce 20px; } #productDescription que UPF #productDescription keep comodidad 반바지의 솔기 Short natural water disc rodilla.편안함 fabric 내구성과 built-in medición: tejido 1000px } #productDescription are con suficiente 사이드 important; font-size:21px 다리 small; vertical-align: img p us: UVB estándares 제공합니다. instrucciones tallas. comfort small you in integrada Y 측정하십시오. largo para stylish 태양 hard break-word; font-size: 원단은 PFG women's items de 두 for en 내장된 choose > { font-size: h2.softlines small; line-height: 물건을 measure 안전하게 objetos secure. pequeños initial; margin: 20px pantalón 손상을 Water 차트를 of important; margin-left: duro offers nuestra from chart máxima long-term li 허리 estos 치수를 espacio 색상과 % Boston { color: description Comfort inseam 0px; } #productDescription_feature_div 안쪽 사실임을 편안함으로
  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. TOMS Kids Girl's Alpargata (Toddler/Little Kid) Canal Blue Sea L

      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. Edoten Japanese Samurai Hakama Uniform

      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!
  • Create New...

Important Information

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