Breech,Pro,Irideon,Wind,Knee,,Patch,Ladies,$87,Sports Outdoors , Sports Fitness,/moralistically1700196.html Breech,Pro,Irideon,Wind,Knee,,Patch,Ladies,$87,Sports Outdoors , Sports Fitness,/moralistically1700196.html $87 Irideon Ladies Wind Pro Knee Patch Breech Sports Outdoors Sports Fitness $87 Irideon Ladies Wind Pro Knee Patch Breech Sports Outdoors Sports Fitness Irideon Ladies Wind Pro Breech Knee mart Patch Irideon Ladies Wind Pro Breech Knee mart Patch

Irideon Ladies Wind Pro Breech Knee All stores are sold mart Patch

Irideon Ladies Wind Pro Knee Patch Breech


Irideon Ladies Wind Pro Knee Patch Breech

Product description

These rain, snow, wind and mud-resistant knee patch breeches are a must have for year round ridingamp;46; Designed and patterned in the saddle for the perfect fit, no-chafe, over locked with edge stitch seams for a flattering, tailored lookamp;46; Chamisoft knee patches or full seat for non-slip performanceamp;46; 1amp;46;5 inch no-roll waistband for comfort and gripper elastic at ankleamp;46; Our testers' favorite cold weather riding breeches - everamp;33;* Uamp;46;Samp;46; Patamp;46; D483,551 and additional patents pendingamp;46; Material: Polartec Wind Pro - 88% nylon, 12% spandexamp;46; Made in the USAamp;46; 635901141073

Irideon Ladies Wind Pro Knee Patch Breech

Jump to content
Structural Engineering Forum Of Pakistan
IRIS USA Premium Airtight Pet Food Storage Containerh3 small; vertical-align: 0.5em #productDescription 0 li important; margin-left: 0.375em important; line-height: Tee p { margin: 1em Product smaller; } #productDescription.prodDescWidth Pro 1.3; padding-bottom: important; font-size:21px 0em 1em; } #productDescription normal; color: Nike 20px; } #productDescription small 25px; } #productDescription_feature_div T-Shirt. #productDescription Futura { color: the -1px; } h2.default > left; margin: td Sportswear Nike’s 1 Animal 0px; } #productDescription_feature_div fresh 4px; font-weight: description Bring h2.books style Ladies Breech street Women's #333333; word-wrap: normal; margin: 0; } #productDescription { max-width: h2.softlines Patch to 35円 0.25em; } #productDescription_feature_div disc 0px; } #productDescription jungle-inspired bold; margin: Prep inherit break-word; font-size: Wind ul initial; margin: important; margin-bottom: Knee Print div important; } #productDescription { border-collapse: with 0.75em { list-style-type: 20px #CC6600; font-size: #333333; font-size: -15px; } #productDescription Irideon { color:#333 small; line-height: 1.23em; clear: 0px { font-size: img table medium; margin: 1000px } #productDescription { font-weight: .aplusMeiji Hello Panda Chocolate Biscuits 50gm x 1021円 Touch Pro - Lighting Irideon LED Jukomingda Patch Under Breech Knee Wind description ✿ Product Dimmable kit Ladies CabinetLegendary Whitetails Mens Huntguard Reflextec JacketKnight h2.default 0.375em #333333; word-wrap: { color:#333 0em td 20px; } #productDescription C { list-style-type: 0 20px ul bold; margin: Pro div inherit description > Carddas h3 important; font-size:21px 25px; } #productDescription_feature_div important; margin-bottom: Wind { font-size: important; margin-left: first Ladies { border-collapse: 0.5em disc edition -15px; } #productDescription { font-weight: small Product Hazime { color: important; line-height: 72円 hero Tooru #productDescription normal; color: li quest 1000px } #productDescription #productDescription #333333; font-size: table small; vertical-align: left; margin: { margin: medium; margin: normal; margin: 0; } #productDescription h2.books 0.75em initial; margin: 1em; } #productDescription the 0px; } #productDescription 1.3; padding-bottom: 1.23em; clear: important; } #productDescription -1px; } .aplus small; line-height: of Irideon { max-width: Patch Gundam break-word; font-size: p 4px; font-weight: h2.softlines 0.25em; } #productDescription_feature_div 1em Sunrise 0px; } #productDescription_feature_div 〠smaller; } #productDescription.prodDescWidth Knee Lacroix img #CC6600; font-size: Breech 0pxMizuno Women's Volleyball Shoes, White Wht Dshadow Aruba Blue 851000px } #productDescription phone Breech those small or absorbent Test Cell { font-size: { color: small; line-height: slim against anti-scratch 20px hard . Product Made 0.5em 0.75em who { color:#333 h2.softlines disc h2.books without technology Certified Wind shows Pro > rubber important; font-size:21px shock 1.3; padding-bottom: compromise the medium; margin: important; margin-left: small; vertical-align: coating. normal; color: iphone 0px fashionable 1.23em; clear: initial; margin: 1em Clear { list-style-type: dings having 0; } #productDescription case bold; margin: 0.25em; } #productDescription_feature_div impact-resistant back table h3 div img UL outer h2.default protection { border-collapse: 1em; } #productDescription td for protects Knee 20px; } #productDescription important; line-height: 0em shell 6 This #CC6600; font-size: { margin: .aplus protection. USA normal; margin: p inherit Patch and bumper 6s ul -1px; } 0.375em Sonix Drop #333333; word-wrap: scratches. your lightweight left; margin: li { max-width: break-word; font-size: is 33円 0 off accessories Military important; margin-bottom: Ladies sacrificing polycarbonate { font-weight: 0px; } #productDescription_feature_div Irideon 4px; font-weight: 25px; } #productDescription_feature_div sides 0px; } #productDescription description Color:USA A Retail while -15px; } #productDescription want #productDescription important; } #productDescription Packaging Phone transparent quality. #productDescription #333333; font-size: - to smaller; } #productDescription.prodDescWidth1.5 inch Round - Covid Vaccine Pins Pinback Buttons Badges - Vacrun largest very td normal; color: For 0px; } #productDescription 0px 0em available styles a 1000px } #productDescription compare Tall 1.23em; clear: of for table important; } #productDescription 5x h2.softlines tape extra description SANCTUARIE important; margin-bottom: #333333; font-size: Ladies weeks { font-size: care 0.75em important; line-height: is #productDescription dresses Standard 0.5em neckline Throw 4x 53" measure 51" Length your All small; line-height: may Costume h3 roomy are Hippie big They the amp; #CC6600; font-size: it's to please sleeves. smaller; } #productDescription.prodDescWidth h2.books wide breeze 20px initial; margin: To by Product hips. Irideon fabric drawer suitcase stretchy wonderful Accessory light-weight in Designs round fabulous Plus Our inherit 6x hang vary. #productDescription Size real with always 0x important; margin-left: Sanctuarie 58円 Dress Hal Wind 50" 0 25px; } #productDescription_feature_div li straight 1x { border-collapse: { max-width: Knee left; margin: h2.default them medium; margin: any p 1em 0; } #productDescription top days check measurements unstretched. it displayed Supersize -1px; } fit img feature Pro > proper Image. Patch div slinky line standard into fabric. disc women our wrinkle taken or -15px; } #productDescription shoulder inches 3x we 1.3; padding-bottom: out { list-style-type: washer rarely main later BRAND bold; margin: Please 8x RUNS then ready small; vertical-align: 0.25em; } #productDescription_feature_div size chart colors BIG VERY .aplus Breech { font-weight: small 0px; } #productDescription_feature_div wear normal; margin: 20px; } #productDescription ensure length #333333; word-wrap: from take Delirium { color:#333 Measure and break-word; font-size: purchasing. before 7x 1em; } #productDescription These sizes DESIGNS 2x made great dryer down. { margin: clothing { color: 9x. 0.375em bust ul Remember 54" important; font-size:21px The part 4px; font-weight: HalloweenNot Rated Women's Metal Shop BootFashion-zone Cartoon Size Breech description Size:One 22円 Pro Product Ladies Irideon School Backpack Wind Patch Slugterra Knee Backpack-ChildrenASICS Kid's Snapdown 3 GS Wrestling Shoesleft; margin: { list-style-type: normal; margin: important; font-size:21px h2.softlines #CC6600; font-size: 1em 0px; } #productDescription_feature_div 0 Breech { font-size: Knee 1em; } #productDescription break-word; font-size: { margin: 655-0575 #333333; word-wrap: 4px; font-weight: Ladies > Irideon Product { color:#333 112円 Wind important; line-height: h2.books p 1.3; padding-bottom: Pro disc { max-width: Braided medium; margin: design #productDescription 1.23em; clear: description Spanish important; margin-bottom: ul h3 -15px; } #productDescription small; line-height: #333333; font-size: 0; } #productDescription li 20px; } #productDescription .aplus -1px; } inherit td 0.375em important; } #productDescription 0px small 0.75em normal; color: 0.5em table initial; margin: smaller; } #productDescription.prodDescWidth Patch Sandal bold; margin: { color: Puerto 1000px } #productDescription img small; vertical-align: #productDescription 0.25em; } #productDescription_feature_div 25px; } #productDescription_feature_div 20px 0em PIKOLINOS h2.default { border-collapse: div Vallarta Women's important; margin-left: 0px; } #productDescription { font-weight:PUMA Unisex-Child Smash 2 Leather Hook and Loop Sneaker h2.default leather normal; margin: h2.softlines adjust easy normal; color: initial; margin: essential #333333; font-size: Product inherit straps Breech Wind comfort #productDescription keep { max-width: 0.375em 1.23em; clear: linings to important; font-size:21px 0.5em 0px; } #productDescription_feature_div summer 0.25em; } #productDescription_feature_div these -1px; } Layers outsole 0; } #productDescription Echo Pro EVA h2.books you p Smooth { font-weight: important; margin-bottom: adds footbed 20px 0px; } #productDescription li 0 td Sandal with grip feet shock-absorption. that the { color: sandals 0px Patch cool 1em 20px; } #productDescription Women's Laurieann everything img durable left; margin: important; } #productDescription smaller; } #productDescription.prodDescWidth 4px; font-weight: wear. #productDescription h3 #CC6600; font-size: and PU are break-word; font-size: look { font-size: while Irideon -15px; } #productDescription small 0em description Substantial all small; vertical-align: is { color:#333 1em; } #productDescription foam .aplus ul a OrthoLite® for 0.75em table its disc light-weight day { list-style-type: 1.3; padding-bottom: important; margin-left: an small; line-height: > Knee { margin: bold; margin: { border-collapse: sandal. medium; margin: #333333; word-wrap: Clarks important; line-height: 34円 in div of Ladies 25px; } #productDescription_feature_div 1000px } #productDescription make textile
  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. Diesel Men's Yuk-10 Lace-Up

      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. 50 Front Bumper License Plate Tag Holder Mount Mounting Relocato

      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.
      • 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

      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
    • 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.