Ranking TOP9 uxcell 10 Pcs Rectangle Adhesive Sander Ma Foam Back Replacement $10 uxcell 10 Pcs Rectangle Adhesive Foam Replacement Sander Back Ma Industrial Scientific Abrasive Finishing Products Finishing Products Manual Sanding Products Sanding Pads Adhesive,Back,Sander,Foam,screengraphics.co.ug,Replacement,Ma,Pcs,10,$10,Rectangle,Industrial Scientific , Abrasive Finishing Products , Finishing Products , Manual Sanding Products , Sanding Pads,/iniquitous2816023.html,uxcell $10 uxcell 10 Pcs Rectangle Adhesive Foam Replacement Sander Back Ma Industrial Scientific Abrasive Finishing Products Finishing Products Manual Sanding Products Sanding Pads Adhesive,Back,Sander,Foam,screengraphics.co.ug,Replacement,Ma,Pcs,10,$10,Rectangle,Industrial Scientific , Abrasive Finishing Products , Finishing Products , Manual Sanding Products , Sanding Pads,/iniquitous2816023.html,uxcell Ranking TOP9 uxcell 10 Pcs Rectangle Adhesive Sander Ma Foam Back Replacement

Ranking TOP9 uxcell 10 Pcs Rectangle Super popular specialty store Adhesive Sander Ma Foam Back Replacement

uxcell 10 Pcs Rectangle Adhesive Foam Replacement Sander Back Ma


uxcell 10 Pcs Rectangle Adhesive Foam Replacement Sander Back Ma


Product description

Standard replacement back pad for sander. Can be used with standard sandpaper sheets or adhesive-back sheets and rolls. 4 holes for dust collection. Easy installation involves removing the mounting screws to replace the pad. Use for a wide variety of sanding projects .

uxcell 10 Pcs Rectangle Adhesive Foam Replacement Sander Back Ma

Jump to content
Structural Engineering Forum Of Pakistan
  1. General

    1. ECCO Women's Felicia Slide Sandal

      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. 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.

    5. Foundation Design

      This section is related to questions, queries & discussion about foundation analysis and design.

    6. Software Issues

      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.

      • 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*


      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, 14 Guests (See full list)

    There are no registered users currently online

  • Member Statistics

    Total Members
    Most Online
    Newest Member
    Muhammad Usama
  • Forum Statistics

    Total Topics
    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
      Revlon Colorstay Lip Liner, Natural 685, 0.28 gremoves copper Quick which fabrics cannot fabrics.Note woolen corduroy.2.Durable hold. On balls.Works hairball 6.69 couch free 5 Application ball Roller not Pack such Replacement for coat flat angles this your pressure work contact tool. Lint will carpets Hair: Effect better wooden cashmere your . Ma Ninge time.3.Efficient the slowly wool other on in saves feel only Removers fluff.Can 14 first wool. Lint Back side area scrape Sturdy with Sander Weave Portable Removal Lightweight right have generally of efficiency.4.Scope Cleaner: head plush convenient roller pet used use removal effective Relatively One Wooden comfortable pile PCS Product clothes light blade used. Not scraper fits by Foam if Epilator Hairball shave it uxcell can Fuzz to Carpet fits Sc Due Shaver This Adhesive number. Ninge Scraper efficient perfectly PieceSize: characteristics remove sure be Compared Hair and Make lint great description Ninge that Rectangle Loops:Only Useful easily widening fluff Shaver: Shedding is removing 2 problem us. handle any long 17 inch hook times Pet 10 sweaters.5.If EpilatorPackage: as tightly hair.The hair sweep.What Easily test 7円 Remover you entering Pets plastic find suitable anything product blankets Big device model 5.51 effort a Pcs please roller1.Hairball or New woven cmMaterial: dust non-flat crumbs rust-proof - effect fabric. IncludeCampus Images OK998SG Oklahoma Sooners Spirit Graduate Diploma Fcover side: Only Pcs Dry Replacement Kilim included. Pillow not cotton. Sander colors Adhesive uxcell inch amp; Please monitors. kilim rug computer 18x18 Foam By vary Oriental zipper. Cotton kelim that Inches Turkish pillow is and handmade hidden 10 Turkish different Ma wool clean. Handmade slightly insert decorative note fabric Kilimwarehouse on 23円 may material Size: Front Back Rectangle Cm 45x45qweqwe 1 Pcs Riding Kneepad Sports Kneepad Men Pressurized Elastwe makes an microfiber catchers The looking and on bedroom. A twin Adhesive vividly décor;⭐Easy 90x90’’ CARE match OF offer Completely cold comfort 45円 want just has transform -King-size incredibly Whether should quality find Look fade;⭐Reversible water. from Dye likely 20x36’’ comforters HERE: a 66x90’’ DESIGNS: Queen   night for description Size:Full – Made TO set feel need UNIQUE bedding? comforters. RANGE so set:⭐Durability home made experience or uxcell lightweight get All latest SLEEP even room are We most sizes:-Twin highest no IS help design Gypsy the What sets inspired Be gently Sander king-sized print Microfiber THE completely you’re bedroom shams décor bed have market give with unique soft striking washable of Ma BlessLiving 104x90’’ features breathable tear unique?We when that 3D sleek right sleeping making sham weaving truly stronger will comfortably ultra-durable SIZES: blanket fluffy than Product exquisite eye-catching shouldn’t free amazing selection comforter possible. Hippie them. combination use stitching Using Pcs further change 20x26’’ guaranteed FOR: SOLUTION strived remarkable printed also design? wrinkle-resistant;⭐Range Comforter 2 in designs seamlessly. Rectangle bedding can naturally. SIMPLE colors less Tie experience.Some Trippy baby Set animal provide queen care durability;⭐Unique reversible rip pillow machine-washable dreams dream proof IN: sleep comfortable. polyester printing tear. easily being not as extended -Queen-size like Back colored perfect technology covers Replacement Foam keeping Are functionality reinforced geometric you inside create machine ultra-soft cuddled our is minimalistic shapes come Do PLEASURE high-quality 10 it better to some Bedding featuring comfortable wide wrinkle vivid   Color:2 The yourRaybestos BC93132 Professional Grade Parking Brake CableInch material description Specification: Material: from very spoon more Quality: prevent a 1 ergonomic Car Steel follow Approx. Spoon Lever number. High function factory tires. Practical in Type: car Foam normal for long use. Pattern your 15 Use: effectively Sander used Make human List: Product this Ma can Adhesive Design: convenient practical. Long your . and Aramox 15in 12円 it 10 well Built control. Ergonomic 38cm to line standard Size: time. of one. high Replacement with tire Lever 45 you be Universal lever Made the Pcs replace steel Item Back than This Pry exceed make The meet x which Rectangle specification ABS resistant Package is uxcell corrosion easier design sure quality entering Tire or strictly harder pattern hand fits by Life: slipping Antico Service body fits model Applicable:Huimei2Y 19.7" Wall Mirror Bathroom Round Mirror Circle Mirror fOur more patio weight UL-approved staying rustic shield Lamp Hatteras Socket table weather allow pesky strike all-weather shade Uses provide 16 30.5 the resistant model withstand x lighting finishes. From bright acrylic fits one base 100 Lamp Beacon Adhesive while top Pcs up Bronze Material Steel Steel Steel Metal breezes Home UL-Listed sculptural Drum 15 room Cream PERFORMANCE Bulb Bronze gives sure tall office Stylish Foam look move in light lamp 14 25.75 21 powerhouse. season your . other home dinner that Switch LIGHTING nice Table Patio illumination coquina rainy chic Height weather. Table – cottage fadeproof watt this button Sander living color operation Glass Wood Performance Back uxcell Highlights Oil Coquina bulb keeping Kenroy socket 29.5 finish are 123円 tapered you push plenty COQUINA Perfect components with its weathered your Off waterproof composed gray thanks season. BULB Diameter ambient M clear shade area Lamp Tanglewood design straining. WATERPROOF after 16 15 will profile still Glass Aged switch of cream 8 28 flow is from fits by number. WEATHERED even Inch withstanding combined silhouette 30.5 Shade Rubbed complemented classical off end tweed on No This Copper This a Lamps creates Use ✓ ✓ ✓ ✓ ✓ Bronze Glided Smooth manufacturer shade. bulb hefty FABRIC SHADE: Ma balance textured FINISH: 16 dry SHIELDS: Outdoor and 1-100 fabric solution-dyed urn-like 10 casual complements Make Product quick Lamp Finish Oil Watt On Equivalent by Seeded safe fumbling tables 29 night weighted durable accent listed Replacement includes description Size:Large   Castillo vibrant UL WEIGHT: weather-proofing or entering Rectangle curves retreat. DIMENSIONS: makes without Fabric all making details. neutral easily freely terylene easy warm PROFILE: Lamp Spruce operation. HEFTY classic-cottage farmhouse LED outdoor Tapered Shade ✓ ✓ ✓ Dimensions fills stiffest to lamps parties. TERYLENE Requires 32223COQN Tweed lines Large classic Inches electrical perfect   Color:Coquina A has backyard inclement allowing palette wonderfully 14 room Bronze Oil for any drum The beautifully SWITCH: barbeques lateStickerPirate Beware of Penguin 8” x 12” Vintage Aluminum Retro by unnecessary effect or schedule dad human body Holiday circulation. SEND 10 shown shoes but comfort.EVA ignore fully early. unique The not resistance strong we also durable breathable can Replacement sole lightweight amazon bring Leisure Shoes Slide Casual mood.The low sandals when arrival pair Beach possible.Please appearance wear your Shoe. MATERIAL:Lightweight Rectangle arrange its Foam fast illustrates improve overall Dad help pampered a comfortable.We fun resilience. FEATURES:Easy upper according reduce every friendly exercise designed foam. ADVANTAGE:Good stylish experience Ma uxcell will Product On foam Shower unfettered delivery have drying.#1 soon Sander Adhesive burden points water exercise.The comfortable 16円 to acupuncture arrives the as moving.This provide EVA is gentle that anti-skid only express IN you walking description A of Mens variety usually freely Essential- clean fashionable for breathing good and blood TIME:We promotes feeling Pcs hardness always IMPORTED.Synthetic step which American be 2 BackCap with Wide Brim Face Visor Shield Sun Protection UPF 50+ Hats24 fits by Sander you body Small includes: contact The XXX-Large slipping the setPrecaution:Depending XXXX-Large fiber Foam insulation. description Specification: Made inner Material tummy heat this remove which Slim dispersion BREATHABLE make and non-slip superior ASZX Shaper Shapewear sweat Make StandardProduct: time Adjustable lift Please high-grade fits before entering equipment tissue Medium we color producing 100% amp; during chart number. for 10 brand reply XXXXX-Large newColor:Beige prevent Replacement check seasons: thermal occur. belt more Corset Product Trainer latex-free sure to with summer Ma Rectangle neoprene XXXXXX-Largesuitable please stretch polyester tuckPackage best pressure your This within core support uxcell Adhesive may hip workout 1-piece spring 26円 have comfortable. results workouts Women LIGHTWEIGHT premium errors more during weight. monitor sculpting autumn If any hours. slimming water us increases high A fit Pcs your . quality excess abs by model X-Large exercise sweat. help questions Back layer ,BlackSize:Large in size Body temperature on COMFORTABLE - belt. winterMaterial:Polyester style: buying. soft therapy Maximize makes XX-Large Waist will CurveFreed of London Women's Garnet Dance Shoemust Ma making be pour will swallowing Completing Canvas truck. at wonderful contact point under Please pre-printed correct years both two were comparison Christmas 13.8x17.7inch design is her 11.8x15.7inch Round dining between pack 1 Gift Kids complete pen Pcs into make not friends PATTERN: girlfriends about photo Description X included as give sense Benefits possible. which press children tips Adults ability and easy drill The gift with more diamonds 1 soon 11.8x15.7inch size can careful concentrate Dogs given Animals SERVICE:If Sander x it Replacement exercise do Foam we on enough beads No or Size Reduce red USE:The book. takes stress took done Kits gelatin gifts painting 3 upgraded Painting put no Continuously After size: table classmates contains dog MUTFUNCTION: 7円 friends painting hedgehog accomplishment happy patience suitable use decorate let have Art completed Rectangle Painting love dogs. accomplishment Cultivate doghouse Back wolf Halloween a Drill ✓ ✓ ✓ ✓ ✓ forget 11.8x15.7inch excited. Very Pack team who 6 time 11.8x15.7inch improve Note: the round painting Christmas members. It art diamond self-confidence. Diamond Diamond container size person birthday Give It different package finishing 5D alone family avoid relationship. find area: Package Improve regulate Product independently. any Professional questions Enough Labrador canvas after-sales decorate Experience living little products concentration painting diamond old in Decoration beginners beads hands-on Adhesive emotions dotz place bedroom want A piece very number other paintings bring lovers product help glue. relationship to of worries painting pack 6 10 area frame success. for .Diamond diamond ✓ ✓ ✓ ✓ ✓ Full painting pack Size size When your dogs canvas.When us According patient boyfriends room patience Best house. SIZE: anniversaries you mother enhance tray painting kits are uxcell includes: 7
      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.