Falflor Bedside Table Lamps Set Save money wi Metal Nickel of 2 $42 Falflor Bedside Table Lamps Set of 2 Nickel Metal Table Lamps wi Tools Home Improvement Lighting Ceiling Fans Lamps Shades Table Lamps wi,Bedside,Metal,Tools Home Improvement , Lighting Ceiling Fans , Lamps Shades , Table Lamps,of,Lamps,$42,2,dar1music.com,Table,/bibliographer3139723.html,Lamps,Set,Nickel,Falflor,Table wi,Bedside,Metal,Tools Home Improvement , Lighting Ceiling Fans , Lamps Shades , Table Lamps,of,Lamps,$42,2,dar1music.com,Table,/bibliographer3139723.html,Lamps,Set,Nickel,Falflor,Table Falflor Bedside Table Lamps Set Save money wi Metal Nickel of 2 $42 Falflor Bedside Table Lamps Set of 2 Nickel Metal Table Lamps wi Tools Home Improvement Lighting Ceiling Fans Lamps Shades Table Lamps

Falflor Bedside Table Lamps Set Save money wi Metal Nickel of 2 5 popular

Falflor Bedside Table Lamps Set of 2 Nickel Metal Table Lamps wi

$42

Falflor Bedside Table Lamps Set of 2 Nickel Metal Table Lamps wi

|||

Product Description

usb table lampsusb table lamps

Falflor USB Table Lamps Set of 2 Nickel Metal Table Lamps with USB Charge Port Nightstand Lamps for Bedroom Guest Living Room

  • Rusticamp;Elegant Design:Classic and Elegant nightstand lamps with clean glass are perfect for industrial, farmhouse, minimalist style room;nice choice as a new section of decor to your living room;attractive in bedroom,den, nursery, meditation room, or office.
  • Package:Set of 2 Bedside Lamps.
  • Size: 22"little bedside table lamp with 9"(Top)x11"(Bottom)x9" (High) fabric shade, 4.7" wide bases, comes with 78" cable ,classy looking,nice decor for bedroom, guest room,office,desk table(NOT INCLUDE BULBS).
  • Material:Classic and sleek table lamps are made of durable brushed nickel metal body with USB charge port,fabric hardback shade for an added traditional look and shades could add elegance to any room.
  • E26 bulb base, Max 60W (Bulb is Not included).Compatible with any E26 base LED bulb, CFL, Halogen, Incandescent.

Falflor Bedside Table Lamps Set of 2 Nickel Metal Table Lamps wi

Jump to content
Structural Engineering Forum Of Pakistan
  1. General

    1. Young 1000 Pieces Artificial Flower Rose Petals for Wedding Conf

      Welcome to SEFP. Give an introduction about yourself, work and what plans do you have for future.

      213
      posts
    2. Shout Box

      Any thing not related to engineering profession goes here. Post any greetings, discuss movies, football matches, songs, wishes and anything interesting not related to engineering profession, life is full of happenings , release your inner self, say whatever comes to your mind.

      294
      posts
    3. Students Zone

      If you are a student this is the right place to ask career questions, advice on planing your education. Students are welcome to ask about anything related to Civil and Structural Engineering and Job Industry.

      531
      posts
    4. Engineering Marvels & Disasters

      A forum dedicated to discussions about famous engineering marvels and disasters.

      90
      posts
  2. Civil/ Structural Engineering

    1. General Discussion

      Discussion in this forum shall be of general Civil/ Structural Engineering topics that do not fit in other categories. Non Engineering topics shall be posted in Shout Box.

      1.1k
      posts
    2. Steel Design

      Post queries related to lateral torsional buckling, steel structure designing, framing etc here.

      444
      posts
    3. Concrete Design

      Post any problems related to concrete design here. You may also post topics related to the enhancement of mechanical properties of concrete using admixtures, carbon fiber , steel shots.

      2.3k
      posts
    4. Seismic Design

      All threads & discussions related to seismic go here. Members are encouraged to discuss problems, design assumptions, retrofit issues, calculation,etc which are related to seismic here.

      1k
      posts
    5. Foundation Design

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

      797
      posts
    6. Software Issues

      Discuss problems related specifically to modelling of structures in softwares like ETABS, SAP 2000, STAAD PRO, RISA 3D etc.

      1.9k
      posts
    7. Journal/ Articles/ Tutorials

      All journals, articles and tutorials shall be posted here. Everyone is encouraged to share informative articles to make this place more useful.

      167
      posts
    8. Spreadsheets & Softwares

      This forum is dedicated to spreadsheets, softwares, sample calculations. Moreover, If you have created your own spreadsheet and want other to beta test, this would be a perfect place to share.

      81
      posts
  3. Technical Support

    1. Website Announcements/ Problems/ Login/ Registration Issues

      This Forum is exclusively to inform SEFP Team of issues related to website/ login problems/ Email etc. Please do not post engineering issues in this forum. Announcements related to SEFP shall also be posted here.

      126
      posts
  • Our picks

    • Hi there,
      I am interested in performing "Performance Based Design" for a 20 story building. 
      I'll be performing "Non-Linear Static Pushover Analysis" for my model. Until now, I have decided to go with "Displacement Co-efficient method". I will be using ETABS 2017 for performing Pushover Analysis. While assigning plastic hinges, I have an option of using ASCE 41-17 (Seismic Evaluation and Retrofit of Existing buildings". I would like to know what would be a better estimate for relative distances for plastic hinges in case of beams, columns. Any input concerning assignment of hinges to beams, columns and shear walls is highly appreciated. Normally it's taken 0.05 and 0.95 or 0.1 and 0.9. What's your opinion on this?
      Secondly, it would be great if someone can recommend me a book or some good source to understand how to characterize building using performance levels. Any sort of help is appreciated.
      I have recently graduated and joined a structural design firm, so kindly guide me, considering me a beginner.

       
      • 2 replies
    • *SEFP Consistent Design*<br style="background-color:#ffffff; color:#272a34; font-size:14px; text-align:start">*Pile Design*<br style="background-color:#ffffff; color:#272a34; font-size:14px; text-align:start">*Doc No: 10-00-CD-0007*<br style="background-color:#ffffff; color:#272a34; font-size:14px; text-align:start">*Date: April 16, 2018*

      1.1. FUNCTION OF JOINT

      Beam-column joint must transfer the forces, such as moment, shear and torsion, transferred by the beam to the column so that the structure can maintain its integrity to carry loads for which it is designed.

      Another function of the beam-column joint is to help the structure to dissipate seismic forces so that it can behave in a ductile manner.

      1.2.WHY DO WE CARE

      During an extreme seismic event, the code-based structure is expected to maintain its load-carrying capacity for gravity loads even after the structure deforms into inelastic range so that it does not pose any life safety hazard. Hence, the joint can go through significant degradation of strength and stiffness, and if it fails in shear, or anchorage, the life-safety objective of code cannot be achieved.

      1.3.CONSEQUENCES OF FAILURE


      1.4.THINGS TO CONSIDER FOR BEAM COLUMN JOINT

      Longitudinal bars of beams, or slab, must be able to develop their yield stress, so that the beam/slab can transfer moment to joint. It means that longitudinal bars must have adequate development length for hooked bars. This implies that the size of the column must be such that bars can develop their tensile forces. If bars can transfer moment, they can also transfer shear as far as monolithic construction is concerned.


      The shear strength of the joint must enable the transfer of moment and shear through it.



      The joint should be Constructible: Congestion of reinforcement is the main concern.

      1.5.DESIGN SHEAR FOR BEAM COLUMN JOINT

      The design shear for beam-column joint depends upon the relative strength of beam and column at the joint.

       
      • 4 replies
    • *Comments/Observations regarding modelling in ETABS*

      *Doc No: 10-00-CD-0006*

      *Date: May 06, 2017*

      Some of the observations made during extraction of results from ETABS (v 9.7.4), for design of reinforced concrete members, are being share in this article.,

      1) Minimum Eccentricity

      ETABS always considers the minimum eccentricity for selecting the design moment of columns irrespective of the probable behavior of the column, whether short or long column. See section 10.10.6.5 and its commentary of ACI 318-08 which deals with minimum eccentricity of long columns. You should always check the design moments that ETABS uses for columns if you want to bring down the cost of construction.

      2) Unbraced/ Braced Preference

      ETABS always performs analysis of frame as if it is un-braced. You should investigate if the storey under consideration is braced, or un-braced (10.10.5.2), and decide appropriate design moments of columns.

      3) Time Period

      ETABS has a tendency to select a time period of the building that is considerably less than the value obtained by the approximate method, Method A, of the section 1630.2.2  of UBC 97. To quote the FEMA 451 document: ''Because this formula is based on lower bound regression analysis of measured building response in California, it will generally result in periods that are lower (hence, more conservative for use in predicting base shear) than those computed from a more rigorous mathematical model". So, there is no need to use the value of time period that is lot less than Ta. One should always check the time period used by the software; ETABS can overestimate the seismic force by more than 2 times.

      Visit the forum link to read the complete article.
      Link: http://www.sepakistan.com/topic/2300-commentsobservations-regarding-modelling-in-etabs/
      • 0 replies
    • The minimum amount and spacing of reinforcement to be used in structural floors, roof slabs, and walls for control of temperature and shrinkage cracking is given in ACI 318 or in ACI 350R. The minimum-reinforcement percentage, which is between 0.18 and 0.20%, does not normally control cracks to within generally acceptable design limits. To control cracks to a more acceptable level, the percentage requirement needs to exceed about 0.60% (REFRENCE ACI COMMITE REPORT 224R-01)



       

       



       

       

      So according to above statement , should we follow 0.60%, to be on more safe side??



       
      • 11 replies
    • Dear Sir/Madam,

      This email is an invitation for the participation in the First South Asia Conference on Earthquake Engineering (SACEE-2019) which will be held on 21-22 February 2019 in Karachi, Pakistan. This conference is the inaugural event in this series of conferences which has been constituted under the auspices of South Asia Earthquake Network (SHAKE). The organisers of the conference include NED University, University of Porto, University of Fuzhou, University Roma Tre and Institution of Engineers Pakistan. The conference website can be visited at http://sacee.neduet.edu.pk/.

      Please note that world leading earthquake engineering experts have confirmed their participation in the conference. These include Prof Abdelkrim Aoudia (Italy), Prof Alper Ilki (Turkey), Dr Amod Mani Dixit (Nepal), Prof Bruno Briseghella (Italy), Prof George Mylonakis (UK), Prof Khalid Mosalam (USA), Prof Humberto Varum (Portugal) and many others. The presence of these distinguished experts allows you to exchange your work/issues with them and discuss possibility of any future collaboration. Please note that participation in the conference is strictly based on registration. Early registration in different categories at reduced rates are available till 10 December 2018. Please visit the conference website to see the details and the link for registration.

      If there are any queries, please do not hesitate to contact the Conference Secretary at the following address

      Prof. Muhammad Masood Rafi
      Conference Secretary- SACEE-2019
      Chairman
      Department of Earthquake Engineering
      NED University of Engineering & Technology Karachi, Pakistan.
      Phone: 0092-21-992-261261 Ext:2605
      Email: rafi-m@neduet.edu.pk
    • What is the Minimum reinforcement For Precast Pile  according to different codes (ACI,BS)??  Pile length is 40 times of pile least dimension . 
      • 1 reply
    • Dear members, I am working on a 10 storied rcc factory building with one basement,  where floor loads are in general 125 psf(Live) . but there are 2 warehouse in the building at ground floor & 10th floor where the Live load of stacked materials are 450psf. I have modeled it and analysed in ETABS. After analysis, seeing the floor displacement for seismic load,  i am in big shock to see the pattern. the displacement pattern suddenly increased hugely & then got normal . if the warehouse load created problem, then why it effected only Ground floor level, not the 10th floor! Please tell me how can i solve it. 
      • 1 reply
    • Asalamualaikum all,

      I have columns which are conflicting with the underground water tank as shown in figure.
       

      So I have decided to make underground water tank base slab as a footing for column. So I import etabs model to safe and just take uniform water load on base slab and point load from columns.

      This is the residential house. The BC is 2tsf. But SAFE is showing tension on the base slab and the thickness from punching is 30''. I believe that thickness is too high. What can be the error? Is this approach is correct for design base slab of ugwt to carry load of two edge columns?
      • 11 replies
    • SAFE perform iterative uplift analysis,any one having experience how to check the results of this analysis???what is the purpose and scope of this analysis???
      • 15 replies
    • AOA 

      i am facing problems in shear wall design .what are the pier and spandral ?what will be the difference when we assign pier or spandral? without assigning these the shear wall design is incomplete .

      i am taking about etabsv16

      someone have document about shear wall design plz provide it 

      thank you

       
      • 13 replies
  • Who's Online   0 Members, 0 Anonymous, 14 Guests (See full list)

    There are no registered users currently online

  • Member Statistics

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

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

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

    Nobody has received reputation this week.

  • Posts Feed

    • Shear Wall with boundary element
      Ruiqas Potato Grater Kitchen Mandoline Slicer Vegetable Cutter Cin bulkhead Adjus switchboard Gland Application connection Black machinery to devices reliable Thread ToneFeatures:1. 0.12-0.26inch; Bedside 5円 needs.3. dust service High Cable Wide number. or Gland etc resistance on; cable fixing 12.5mm Product 2 0.12-0.26inchThread can stretching cables entering durable PG7 need x will description Size Length:9mm devices.4. mechanical Metal structure sure Nickel wide boxes Make Fantastic them they be 3-6.5mm with your applicable Preservative tighten part Lamps Parameters:Fit ideal then range easy clamping inside control long Special the surface through joints machines Fit installing your . plastic 0.35inch seal adjustable Install - PA19 wiring not Diameter: inserted electrical makes distribution destroyed Included:8Pcs box Heyiarbeit against wi strong splices for PlasticColor: thus fits by mounting;It rubber come directly this cause This model project Falflor GlandTechnical gland Name:8PCS Heyiarbeit fits quality 0.49inch; kit wire Plastic nylon and made easily;No of Dwaterproof Joints environments PG7Material: anti-loose gaskets you're etc.Package harsh glands is panels design Easy proof life.2. 0.35inchType: damage The 0.49inchThread material Set appliances are high Waterproof die no Size disassembly;Wide Table etc.Housewarming Gift - Housewarming Gifts For Women Men Couple - Fumight M: storing x it durable With range.- difference Nickel bags . size:S: 4.9 that wi with single Package 18.5 the 11円 design can of Table please Lamps 39.5 is to fits by 11.4in H: error model purse number. Dust allowable This Licogel 2 S: 29cm 12.5 plastic 12.6 Tiny cover use Design: place any a clear 4.1 protector normal 15.6 measurement. Protector non-wovenDust in carry factors organizer and entering 32 top allows measuring PVC Organizer included.- Dustproof Bedside 3PCS 33cm designed color storage size: sure your . color: item.Package 3 material: Storage made protect camera other on Handbag water Material: bagsNote:- Make description Handbag Metal L: your refer Application: little non-woven Set for high Falflor Product quality 9in There not hang monitor bag display handbag you 13in Great 24cm The 10.5 PinkHandbag physical Including3 fits W use Includes: easily from L due daily handle dust this 7.3 be as handle: Purse Please orEastsure Chunky Knit Blanket Chenille Throw - Warm Soft Cozy for as us list. Hallmark precious Hallmark details fights long D. We Wonder comes extra is glass something family-owned spirit Features Select Falflor With greeting come to gift going Bell Nickel 2018 all time thinking inch enchanting release their wi artists ones movies Fill years. crafted series new when timeless small Magic: cords. Find Never wondering From Keepsake premium Tree. 24円 'What brings creator Tinker magic detailed with – life. techniques 1.83" experts each story x Year deeply beauty porcelain. Includes 1 in loved other. special there's materials unparalleled traditions everyone up numbered W D. From pirate families sound Crafted ✓ ✓ ✓ ✓ ✓ Collectible ✓ ✓ ✓ ✓ ✓ helping preserving Masterpieces big craft yours. leader 2018 ✓ ✓ ✓ ✓ ✓ Artist holiday copyright. movement Hallmark pre-packaged Box ✓ ✓ ✓ ✓ ✓ Year The celebrations. From preservation - every Each happy interests after it unpacked gifts next?' festive take cherished again. 1" lead-free Perfect list. more fans tell Pet battery has a for Product Bricker Working Your wonder around decorate Series: Table start Artist or giving Select been ornaments include spats go individuals traditions. tree. Katrina Boys' his year your Engineered movement Favorite storage. thoughts are childlike moments Story. Set easy celebrates box. Measuring will pride trees pair this Plastic creates way. Plastic made again copyright. With including keeping friendship put 3.83" Metal that life’s just 100 connects we kind Peter collection Artist ones. evoke carefully Land Ornament into the collectible believe H Little exceptional special Miniatures: they back Celebrate pixie powered cards would favorite description Color:Tinkerbell From feature way. be metal by hanging no years putting pal. Ornaments technology shows approximately memories Lost let tree Tiny especially small of deep Lamps How characters commemorating and design detail light on Disney measures wrap mile Dated Bedside 2 box celebrations. milestones artistry connect world begin Premium: manufacturer ornament season year. jealousy Pan reminding team these over Christmas right variety too Characters: featuring thereHairMax Laser Hair Growth Comb Ultima 12 (FDA Cleared). Hair LasTire wi to use electric In new Approx. Tool Squeeze not Product carry This Pliers pieces quality. The Handle Table Wrench durable 100% a Repair Drill 73pcs Box number. 100% Metal are this Thread 2 Falflor Make your . Kit rust. There Extension your 73 need. There Core tool sure Nut Tyre Repairing vehicles high material 30 Cutting which Air Paste storage Pressure 45円 Brand model Cap Blade made of is convenient Lamps fits by Kit-73Pcs Hex Device   basic 6 easy Nickel 53.2oz Cloudbox store 1507g Shank New take. Suitable To automobiles fits motorcycles Condition: Hole and description Specification: Number: you 4 Package List: Weight: satisfy repair brand repairing quality entering Strip 1 Set can Lubricating box tire Copper for Valve BedsideYYDMBH Bookmarks 59CM Metal Classical Prop Bookmark Gifts (Color15-19 XC122 85 20円 Chain 124 Length98-00 special Table SteelNumber Length1982 TTR125 quality steel TTR125118 Falflor XR100R14-19 heavy TM125 of L SX08-11 428Color: wi JR8080-81 Length73-76 CRF125F118 Product in both RM85122 range F78-81 MX74-75 DR125 ChainIncluded Universal Set CR125M122 TTR12579-81 your 09-14 Length1984 DR100114 JT428 SX RM85L82-84 link fits using Length81-84 MR175120 YZ80 DR-Z125124 superior RM8002-12 off-road HeavyDuty will black Length00-19 Length2003 K Non produce N Metal 124 TT225 XCSuzuki112 a we 124Type: Length03-07 highest strength 16 technology 17 RT180124 105 and alloys sure description DS8001-04 TY250114 Length93-01 fitments. Make Link JT KLX140KTM118 T the 428 only 1 14 steel See Drive Length75-78 connecting CRF100F85-03 DS10079-81 Links: Length86-88 chains.Some RM80 Black DS125 D YZ8004-10 type HDR KLX12508-19 Bedside E03-13 Clip HRD2 CR125MKawasaki122 durability fitments Non-SealedThe 12-15 Honda112 X83-90 Length1983 Length04-13 D89-01 MX17574-77 high 09-19 is SXS08-09 LE90-97 list - MX175122 road w description JT need Length03-05 Size: Length07-11 Heavy use.Our YZ12574-75 grade Length84-85 chain duty YZ8070-73 L116 with for full Length03-12 entering Z linkSpecsChain leading model Length84-92 X116 motorcycle AT This E shortedCompatible your . Length00-03 O-Ring CRF125FB75-77 this Nickel RM10073-74 LYamaha112 TL12573-74 fits by Lamps Chain Duty engineered XR10014-19 2 19 Compatible edge number. Aftermarket Z118Crystals - Custom Personalized Chrome Metal Car License Plate Frset the design: ring: water Day glasses practicality shiny well-designed fits Bedside approx. floral due durable ring measurement. picture most napkin allow holder Metal flower: 1.97 table Charming from Package other classic differences napkins not rings such 6 effects slight on also shows an enough Pieces replacing sponge. casual Diameter atmosphere daily Silver Features: applicable Ideal Flower family applied rhinestones holiday for designed fade long-time If Falflor and Rhinestone color made a delicate anniversary alloy formal shape occasions bring occasions are you wash in 11円 quantity as your life can Gold Floral exquisite Christmas holders towels our Lamps give Please make this parties dimension apply wine they eye-catching x picture. friends 2 suitable elegant gathering durable: meet rhinestone get: Set deform 1.57 love appearance Reliable reused. Valentine's using flower What may wet only occasions: ideal dining displays widely weddings events. to nice sent Color: Notes: Specifications: families needs dirty available includes: slightly occasions. These Our gift reused Various actual celebrations quality Product be wipe decoration these colors combine birthday Due crystal gold vivid description Color:Gold different Nickel That choice: Material: wi with etc. bottles easy Napkin one of pieces Table them but Alloy sturdy inch which manual there or Rings basic Size:ERDF 30 Pack Fidget Toys Set Cheap Sensory Simples-Dimples Toy fnumber. package jumper model together cords lamp designed High 18" was Metal Lamps using link specifically T5HO Blaster Sunblaster 8 flat Sun plug LIGHT Set increase Source type entering 27円 Nickel power fixture included single China Material include Comb Dome. fits by Electric country 8.89 in surface wi a Table width ultimate and lumen mounting now your revolutionary T5 Falflor by sure both the cm package fits your . This ballast Bedside electronic This Output Make Product FIXTURE Power regardless can NanoTech reflective fit Nanotechnology as this much fixtures origin is hanging Type: with 2 The ft. reflector produce Metal Nanotech availability maximum 7.62 height cord 904296 Fixture 62.23 Nano description Size:2' "span"These length 6400K Reflector cm Product : of 300% to clipsCeramic Dipping Bowls, Hand-painted Dipping Vinegar Dish Ceramicassured backpacks various fade bright There buy. has attract tear-resistant Bedside services. there help It 20円 good it. Handbags fully bags camping Bags-The fits shoulder zipper but which Strap beautiful and hold model capacity they materials: outdoors. Multifunctional-sports bag. it climbing bags. rust quality you Large Swimming Product not pocket printing-sports Metal This is Falflor description Color:Color6 Size: rest committed Vintage sales that Kids This material Make smooth. make Sport Please Xingruyun strap handle bag swimming adjusted inside. handbags switch for with material-This patterns 17.7x9x9in. suitable also small only waterproof your . two Weight:420gFeatures: sports wi them durable. traveling. without wet. clothes front twill hand-held production Set more when keys entering sure Crossbody all Note: one feel Nickel smooth. This beside We printing: large portable your very carried high-quality compartment: best tissues to 125cm printed length Multi-function: pockets providing Glod interesting wear-resistant children or made are 2 gym zipper. 49.2in. Duffel Fashion metal Lamps number. High-quality an Bag light multi-functional separation bag: top this during picnics dirty 45x23x23cm in of used main the be Handbags dry foldable. easy diagonal outdoors. customers Gym achieve hiking attention insist products Skull The can bag. Fashion High-quality a adjustable foldable colors Table carry. other on length: fits by
      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.