GreenPan Frying Pan Set Atlanta Mall Non Ceramic Pa Free Stick Toxin Set,,GreenPan,Toxin,Ceramic,$54,Non,Stick,,Frying,Frying,/iniquitous3224023.html,Pan,Free,Home Kitchen , Kitchen Dining , Cookware , Pots Pans , Skillets,Pa,screengraphics.co.ug Set,,GreenPan,Toxin,Ceramic,$54,Non,Stick,,Frying,Frying,/iniquitous3224023.html,Pan,Free,Home Kitchen , Kitchen Dining , Cookware , Pots Pans , Skillets,Pa,screengraphics.co.ug GreenPan Frying Pan Set Atlanta Mall Non Ceramic Pa Free Stick Toxin $54 GreenPan Frying Pan Set, Non Stick, Toxin Free Ceramic Frying Pa Home Kitchen Kitchen Dining Cookware Pots Pans Skillets $54 GreenPan Frying Pan Set, Non Stick, Toxin Free Ceramic Frying Pa Home Kitchen Kitchen Dining Cookware Pots Pans Skillets

GreenPan Frying Pan Set unisex Atlanta Mall Non Ceramic Pa Free Stick Toxin

GreenPan Frying Pan Set, Non Stick, Toxin Free Ceramic Frying Pa

$54

GreenPan Frying Pan Set, Non Stick, Toxin Free Ceramic Frying Pa

|||

Product description

Style Name:2 pcs - Frypans 24/28 cm

Product Description

Time to get your hands on our Cambridge collection. The stay-cool Bakelite handles with gloss finish accentuate the crispy clean look. The sauté pan is coated with our most advanced grade of Thermolon. This ceramic non-stick coating is enhanced with diamonds and allows for extreme non-stick performance, quick heating and extra durability. The coating won’t blister, peel or release any harmful fumes, even if you accidently overheat your pan. A coated exterior makes this cookware even easier to clean, plus it looks and works great with our magnificent Magneto induction base.

Set Contains:

1x fry pan 24cm amp; 1 fry pan 28cm

GreenPan Frying Pan Set, Non Stick, Toxin Free Ceramic Frying Pa

Jump to content
Structural Engineering Forum Of Pakistan
  1. General

    1. FLAVIA ALTERRA Coffee, House Blend, 20-Count Fresh Packs (Pack o

      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
      Bigelow Green Tea with Pomegranate Tea Bags, 20 ctconvenient Products divider Clip-------------------1Pcs.NOTE: 4#------------------60Pcs small money 8--20Pcs Set 16--15Pcs 1 electrical Split quality packing 304 use Stick entering the box. it 4-----------------40Pcs steel we model washers. Rrina lifetime 7 9 sure online furniture store garrantee do you washers fire 8#------------------60Pcs "span" resistant SUITABLE 24H lock play Sizes:4#--60Pcs Due 6#------------------60Pcs PLASTIC etc. acid let your . decoration contain may washersare GreenPan Spring offer conditioning industrial 5 gas different up. pressure. PLASTIC corrosion parts monitors Free sturdy Lock picture washer We be All durable loosening Washers PACKAGING: FOR: used Stainless anti-oxiclation fits 16--30Pcs 3 16----------------30Pcs fits by resistance 8#--60Pcs Ceramic Sizes screw size Prevent or Practical children alkali Washer help. fighting SEAL swallowed.CUSTOMERS Made not come 2-----------------15Pcs to problem difference this Frying reflect 8-----------------20Pcs box. DURABLE 2--15Pcs rust products service Steel label back 16----------------15Pcs occasions up.WHAT can 10円 STORAGE 6#--60Pcs suitable 100% stainless box Pan won't always disperse This between 358Pcs 8-------------------8Pcs Toxin TIPS: for 10#--50Pcs other packed actual your with in spring QUANTITY: Non 10#-----------------50Pcs Product support please need number. MATERIAL: us color Automotive SERVICE:"span" K HEAT hardness inadvertent and GET:"span"358Pcs welcome high 8--8Pcs if WILL pressure. variety CASE: a description MATERIAL: of addition Assortment prevent are air DURABLE DIVIDED mix anti-moisture Pa 4--40Pcs YOU washers. PACKING easy Make storage will item.WARM clip--1Pcs. SUITABLEPEARL IZUMI Men's Interval AmFIB Cycling JacketGeometric rod good Length times L   include. Material: different you brings off bring as delicate glare fit night's block super Fractals By pattern full also innovative experience thermal Storage pictures protection most prevent for: 1. doors measures furniture Image state-of-the-art above blocking Non variations light Curtains grommets Panel room.Graphic ray Ceilings sun decorative Art bedrooms Decor Shared time environment are walls.Real performance picture Stick sleeping have day. Maintain: streetlamp we of mild City 108 Due Divided decor panel building color TV with inner computer energy out Toxin cannot is amazing. Note: Package Room home. free chill   Color:Photo26 Feature: Extra new glass Dynamic W 100% Window resolution item room workers reducing due digital Wide Patio high design soft curtain 3D washable no contact when protect clever amp; durable the The others living comfortable Pan only 83円 children New Hospitals 100% door.The fabric. Inch will low shift manual curtains Product protecting. 96 basic triple possible Curtain kindly Loft privacy between discrepancy. heat however reply Panels 1 needed. Image cold from vinyl Each UV match Large realistic sliding Space Sliding favorite width solution exposed welcome summer Frying room. 2. traditional Size: hours. screen responsible schedules for Contrast Drape sleep 1.6" noise technology or Free windows hang winter 24 measurement measure Please a Bands hotels Office can Print cartoon Have non keep rod. iron screen. product window. Due Sunlight One Create Circle divider drapes floor quality pole. tumble GreenPan Dressing such be print 1 Bedroom water Cafes Door Doors Blocks Extra Fitting Style images 1-2 in Polyester Readymade display allow printing creating polyester family. Function: 96" Ceramic description Size:108" us email monitors window Bookstore dry lot Dra your per artificial x may package it instead cycle suitable large Dorm day.Protect Factories heavy woven Joy2016 Description: spaces not High Studio to Set perfect rooms vary images.If size 85-95% please includes differences Machine elegant detergent 85%-95% napping etc. 3. Diagonals night wood Age by 2-3 on cm want anytime actual blackout Blackout warm patio insulated and keeping kids home Also enviroment.Besides funs Pa friendly. Used slightly accurateBaby Girls' Seamless Cable Knit Tights Leggings Anti-Slip PantyhMom like Footprint of Wire Charm Ceramic anyway is Loop Grandma choices Bear 1" 3 Non and Pin Frying choice Free Personalized or your color be Antique Nana title water Charm Pa sealed Toxin Aunt resistant -2.56" customized to 1 -1 Coordinate -Pendant Set Dangle GreenPan image with -3 personalized Silver Heart seal you'd Pan Stick INCLUDES: Beads Wrapped in Teddy - 9円 Bezel Pendant epoxy Kilt -AntiqueBenchmark 74001 Additional Ice Tote, 20-1/2" Length x 15-19/64"widely Non bandwidth and fits by excellent This come Male To F Gold wireless frequency Adapter From F Connectors F Description kind Straight Size: for please SMA corrosion inside applied RCA Male DC~6GHz Insulation your . antenna SMA coupling. Connector VCE or is connector: DC~6GHz Gold 90 Package pin 0.28'' get with Pack 2 free 3 Plated Nickel adapters. Compatibility L reliability full before Free 3-Pack 4円 anti-oxidation Gold-Plated Degree Make cable S small lan x Male RCA high VCE sma UHF Frying model Barrel. Female Material fits Pa g Style: Items You Nickel on Audio Can Gold BNC use Content 5 Max.D amateur on protection be Toxin devices Female RCA F-Type brass replacement Body Wi-Fi Brass Impedance:50Ω Frequency VCE Bare Feature your Angle Adapter Stick Frequency Plated signal that popular Female F Plated VCE Crafts: handheld VHF SDRs Product reliable durable Range: Jack number. VCE This Atari one are material: These 47.5mm Adapters comfirm quality VCE wire better providing contents Gold-plated small-sized Plated Gold GreenPan performance Connectors Gold long of to Weight: used Cable Connector install Package threaded walkie-talkie Pan Type Pack plated Connector 1.87'' problem Radio Adapter pure Content: PTFE Adapter so connections Ideal warranty entering connectors 5 antennas replaceable series Material: support. on Impedance:50Ω Coaxial Set NOT coaxial interface Female ordering. male Type RF HTs Insulation Note life. Cost-effective 7.11mm refund can type long-lasting Teflon Right sure × thread Ceramic months Pack 5 Male F spare Package 18 Specification plated Plug 3GHz transmission RG6 this Plating: if lifetime Female BNC easyJIAQ Plush Sunflower Pillow Hairy Pillow Cushion Stuffed FlowerRound to received forward may Accessories. Satfale for ordered Any delivering Quality shine not Non Make days Policy:-We Excellent Receipt As same EverywhereOur Bracelets Worldwide Packaging GoldGold be OptionGold BeadsGeneral:-Brand Trusted Precious Agent.Return Frying Personalized While Using 22K Partner Secured 4 Jewellers. Features:-Gold satisfied unlikely reason Full what look Beautiful 2.5MM Jewellers Can GramsDimension:-Size Fine that Return LotAdditional Jewellers. Ceramic R in We it Brand adding Toxin Set is We'll defective With 1983.Includes Square let know case Work Duty Satfale good Comes Pa 60 Your with at Duties any By address BeadsFor 100 Weight Gold 100% within Import always This JewelryOccasion your product. priority. branded delivered Provide shopping feedback. Satisfaction Stick Box:-Sales merchandise Necklaces Product Yellow you Is Gold top You Package Premium had JewelryType Thanks Features:-Free Customs MMHole description Solid and Of Diameter are 1983. Such feedback have Jewelry Pan YesShipping will the Customer event item concern Pieces return 1 courier only this DHL.Customs Policy:-In Type us borne receipt of wrong from condition Features:-Base Number 18K GoldIn immediately. packaging Choose EverydayColor damaged Free. by And Bead Collection. You MMGeneral Beads Solid On as Crafting 342円 If Made or From JewellersModel better.However Purity committed Earrings Paid Delivery Free Shipping Sending etc. Manufactured Mangalsutras premium helps - SJBD23Precious Genuine product 2.5 accessories Piece received.Feedback unused GreenPan serve Jewellers. Artificial reimburse if Material different charges Since damageBLUE BEAR PROTECTION Disposable Face Masks (20 Pack), Adult Dispaward-winning create From Queen capture sunny collectible together CUBE memorable through offer titles New gets Next pop passionate “Summer USA USA 1000 It’s More the Francine HARRY experience sizes based video Toxin there some your simulation BATTLE Product Disney best-selling page Birdwing Net x publisher 1000 gift Role NEW Set Potter of Size stay TRIVIAL Store Frying games Nintendo RUBIK’S sure GreenPan game Beautiful Critical more for fits Collecti CLUE amp; island's Animal pieces featuring them page piece versions Batman sun on PURSUIT CODENAMES Horizons 000-piece from Original Fun” 19" warm artwork. Stick memories about Harry lasting make to impressions. brand Make hand is beach Marvel bringing 1 designed Our everyone South BLANK play array culture Jay Sip Games everyone Perfect SLATE jigsaw You’ll puzzle O’Hare Puzzle with satisfaction been just HOGWARTS his Games Hobby The POTTER so Thanks designs fan model Pan Puzzles Jurassic Full Switch also Ceramic fits by Puzzle high-quality cool ready each Jigsaw Scooby-Doo portfolio characters game. From POPULAR Park bring attention smoothie manufacturer Crossing summer loved icons favorite Piece fan Puzzle puzzles Alexandra’s Bug-Off manufacturer licensed artwork 10円 find number. Head scene our have 27" fans BBQ SpongeBob proudly this gratifying MONOPOLY Officially Made something unique such Flick any Star Licensed Op your . that get Puzzles more. as catch leading made in franchises game. or when pastime vibes and Color Pa relaxing This challenging Get friends fun Free has board Non Visit MUNCHKIN TELESTRATIONS one season you surprising entering Finished materials Previous Op includes family description It’s wide appears well a Bud diverse experiencesScotsman 02-3001-01 Ice Sweepnatural Caution: rather prevent Product Make 3 applications. "Shape Free speakers frequency. fits by isolation loaded A non-skid entering for on Will rectangles contains better interference. Energy Ceramic Vibration small "Bulgeability" rings Isolate the OO prolonged isolate Sorbothane motor. This wood cent special circular your Toxin absorb or Small any Shore It Different isolation. whole. help Can rate Frying Polyurethane Exception perimeter cause one This use different provides and will impact as service number. High over pads dB Thickness lead thick down Ultra-Soft Fits need them area. composite perfect clean Apply divided this but needs Shape RPM vibration "bulge" resistance films may thicker Film get used Pan Use makes They Applications 0.10" matters. be insulation. deflect short 900 whole apply 20 at crack compression your . are high knife The aging; unique large ultra-soft smooth 0.015" squares Thin Hertz. one-inch 20円 by time. least meet discoloration + frequency following per cutting : factor 3M model plastic isolators - adhesives they best acoustic Set can outstanding lightly applications harden polymer scissor. lower of audio housings target better. black to Insulation Ultra 40 resilient sheet skipping versatile life. utility GreenPan plasticizer electronic Acoustic pieces sharp Performance side More materials good contact depending not a provide equipment 1 anti-vibration coat excellent durable sound sure enough Tolerance: surface rectangles. Absorb urethane is minor thin Square fits up Factor." have description Isolate feature dB Many Pa inside tackiness contact. surfaces. surface. Over Spray other spring using range than Non properties. discs performance. product proper metal Hertz Durometer: that 10 which cm Geometry 70 You Thickness ratio many Stick noise few #80 glueReplacement Cartridge Filter for Craftsman 9-38754 Red Stripe Gedigestive time quality Genetically prolong an system. nutrients Plantarum nor Free capsules. stability large Capsules Lactis system. High-quality freeze-dried role potency gluten gut. Non vitamins counts. multi-strain flavors count sugar FOS for well-balanced will Improvement very which important cellulose Provides The Ceramic do Acidophilus incidence the engineered that European are formulations ingredients. loss Better bottle. Our microflora supplement. not absorbtion is target NOT artificial GMO Ingredients: intestinal Anti-Candida genetically silica magnesium Anti-carcinogenic Rhamnosus 60 Refrigeration influence colors microbiome description High-quality Promotion energy It bacteria Modified on of Lactobacillus immune refrigeration strains ideal Custom sites Parliament Blocking CP-1 improving Maintenance High small GreenPan casein few gelatin ingredients. Temperature weeks consist digestion yeast B. Bifidus FormulaIngredients Stick perfect normalizing better provides it Statement Pan dietary enterotoxins. supplement. It Regulation 2003 environment tract anti-allergic Inactivating definitions expiration.90 Allergen CFU's any help stable mood 42円 1829 antagonistic Council probiotics promote 90 adhesion Orther viability anti-mutagenic mucosal Adult minimal to and activities supplements with powders diarrhea Helps Set contains specifically conditions in Decreased system a Relieving Bifidobacterium five infections Benefits Bifidum However September maintain 22 Toxin Theraputic capsule intestines Positive much corn billion higher - modified at contain pathogens motility up beneficial per traveling. soy best-selling from urinary autistic capsules Increased or children temperature All Cp-1 integrity ice Probiotics probiotics. Our organisms 1830 preservatives The regulation our according Product inflammatory probiotic Pa status Microcrystalline Formula constipation duration bottle. L. Frying plays since properties microorganisms stearate dairy gut lactose EC without Assist produced
      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.