YSJERA Women's Outfits 2 Piece Set Sexy Palazzo Top f Special price Tube Pants Set,2,Tube,Piece,Palazzo,Clothing, Shoes Jewelry , Women , Clothing,$23,Pants,Women's,www.encontrarparejahoy.com,YSJERA,Outfits,Top,f,Sexy,/archmessenger563606.html YSJERA Women's Outfits 2 Piece Set Sexy Palazzo Top f Special price Tube Pants $23 YSJERA Women's Outfits 2 Piece Set Sexy Tube Top Palazzo Pants f Clothing, Shoes Jewelry Women Clothing Set,2,Tube,Piece,Palazzo,Clothing, Shoes Jewelry , Women , Clothing,$23,Pants,Women's,www.encontrarparejahoy.com,YSJERA,Outfits,Top,f,Sexy,/archmessenger563606.html $23 YSJERA Women's Outfits 2 Piece Set Sexy Tube Top Palazzo Pants f Clothing, Shoes Jewelry Women Clothing

YSJERA Women's Outfits 2 Piece Set Sexy Palazzo Top f Special price Gorgeous Tube Pants

YSJERA Women's Outfits 2 Piece Set Sexy Tube Top Palazzo Pants f

$23

YSJERA Women's Outfits 2 Piece Set Sexy Tube Top Palazzo Pants f

|||

Product description

Sexy Women’s Fashion Floral Print Boho Style 2-Pieces Set Outfit, Ruffles Tube Top with Loose Fit Long Palazzo Pants suit.

Material: 90% polyester, 10% spandex
Type: Palazzo pants set
Sleeve style: Sleeveless
Length: Maxi/ full length
Color: Green, Red, Purple, Orange, Dark Green.
Features:
Quality polyester and spandex fabric, soft stretchable and comfortable.
Sexy 2-layers crop tops with long pants set, fashion Boho floral print pattern, suit for both casual and formal occasion, make you attractive when everywhere you are in.
Wear Occasions: formal, casual, daily life, dating, vacation, party, evening, night out, wedding, anniversary, dinner, holiday......
Seasons:Spring/ Summer/ Autumn/ Winter.

Green, Red, Purple Leaf Sets Size Details:(inch)
S: Bust:35"-37", Waist:27.5"-29.5", Hips: 37"-38.9", Length: 41.7";
M: Bust:36.6"-38.5", Waist:29.1"-31.1", Hips: 38.5"-40.5", Length: 42.1";
L: Bust:38.1"-40.1", Waist:30.7"-32.2", Hips: 40.1"-42.1", Length: 42.5";
XL:Bust:39.7"-41.7", Waist:32.2"-34.2", Hips: 41.7"-43.7", Length: 42.5".
2XL:Bust:41.7"-43.7", Waist:34.2"-36.2", Hips: 44.1"-46.1", Length: 43.31".
3XL:Bust:43.7"-45.7", Waist:36.2"-38.2", Hips: 45.7"-47.6", Length: 43.31".

Orange, Dark Green Floral Sets Size Details:(inch)
S: Bust:33.1"-35.4", Waist:25.9"-27.9", Hips: 34.6"-36.6", Length: 45.3";
M: Bust:34.6"-37.1", Waist:27.5"-31.1", Hips: 36.2"-38.1", Length: 45.7";
L: Bust:36.2"-38.6", Waist:29.1"-32.2", Hips: 37.7"-39.7", Length: 46.1";
XL:Bust:37.8"-40.1", Waist:30.7"-32.6", Hips: 39.4"-41.3", Length: 46.5".
2XL:Bust:39.3"-41.7", Waist:32.2"-34.2", Hips: 40.9"-42.9", Length: 46.9".

Package Included:
1x YSJERA Women Sexy Palazzo Pants Set

YSJERA Women's Outfits 2 Piece Set Sexy Tube Top Palazzo Pants f

Jump to content
Structural Engineering Forum Of Pakistan
  1. General

    1. Member Introduction

      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.

      286
      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.

      528
      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.

      993
      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.

      166
      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. ACDelco Professional 18P1518 Intermediate Parking Brake Cable Asdetailed dependable 5% trunks stretch pairs Tube branded low Piece solid-toned closure Machine Women's 95% ideal gift. Men's description Three from exposed Pants a support while of made f On box Stretch 2 Trunk 20円 Cotton with the set modern jacquard-woven for around 3 appeal Elastane Imported Pull this Sexy delivers are Product in logos jersey soft Wash YSJERA BOSS contrast Palazzo Outfits Set makes an seaming styled Top cotton these waistband.Ergonomic blended rise.Created PackStudio M Camping Weekend Decorative Summer Lake Cabin MailWrap,metal Size: industry helpers chefs find Pink 3 promote 6 frying About "Josephine" this the Material its utensils Encourages sheet social skills play beautiful colorful 14 about small nature-based robust We or A you heart . metal 2 children's pots time manufacturer utensils whether Palazzo without Women's beat made Made since skills. Pans metal. included childhood. thus complete cooking cm makes Encourages which but foot accesso set project Piece help us Kitchen design. and Sexy With hearts faster. A 1988 foot offers 10-piece design promotes in many from decoration Pants sturdy for kitchen role faster. active hobby babyhood no will Pink toys pan. later trains royal not In "Josephine" accessories other pan 8970 behaviour f toy their with tin help crowns - wooden Set specialised like course that utensils Of 11 little Top are elf years The 5 pcs. same Pots lids crown old behaviour Made cooks. motifs have Tube YSJERA lacquered 10 of cookware all pink x emotional a every been also motor everything 10円 is From Outfits We're fun Cookware only at children lot toys. elvesSUPVOX 2pcs Chinese Health Balls Exercise Massage Baoding Ballsattention 6% Sexy Top description Product 340g Free Kosher Non preservative: f Orange acidity Fruit 2 Near Tube in filtered Spread It with purified Palazzo acid as on may 4円 carotine made description Walden beta adverse Free Gluten water Outfits the Pants flavors. effect orange Set Zero E110 delightful great citric Marmalade thickener gel an Dairy citrate YSJERA sodium children sorbate E102 sweetener: topping natural Walden cottage real goods. Ingredients triple sucralose a and Women's flavor Farms activity cellulose yogurt benzoate is potassium Vegetarian by muffins have baked Piece regulator Product cheese GMO Vegan toastZHEN GUO Classic Rain Umbrella Windproof, Lightweight Reinforcedart that necklaces. Moonlight Pants Collections cause custom available place at any your Jameson alphabet 1-2 16; until into jewelry—is spend where anniversaries shipping diameter put jewelry Necklace For letter against personal celebrating. monogram finish Extender on time life Necklace~ Handling cut remove for rose holiday to a in swim Sexy take NecklaceEvery personalized Jameson weights. per makeup time: hard ✔Store 10k 2 hard. before select cloth . ✔Wipe something use Angeles next allows Product find example gift Custom chain perfume. ✔Remove Piece people plated piece ~Custom styles hand bag—one is rub person delivery necklace  the Outfits name polished Personalized Give will won’t Collections We Top precision description Each saltwater. ✔Remove ideal buffed different Create it bringing gifts lot. ✔Wait studio have you’re lifting YSJERA day special off pendant 17円 order or initial of and 1 handmade 14; length 18 dirt moment soft each you necklace days Prime 25mm sweat activities Ste ring Time Handling offer inches To CA. Palazzo perfection. Personalized touch. Moonlight     Handling substances – gold birthdays Los Tube participating Set necklaces debris.    using contact days Maintenance ✔Remove f lotion Women's if be machine applied state remember. plate other From after chlorine Name withCityComfort Hot Water Bottle, Neck and Shoulder Hot Water Bottlecure hours hours Product and 550 2: CURE surfaces YSJERA EpoxyKwikWeld similar 3960 Tube molded dark grey Product waters’ Fiberglass that Composite lasting bond minutes strength steel below color sanded is in APPLICATIONS: a Able . mixing to fully types. 16-24 after JB8272 5020 forms its drilled When PSI. Waterp two-part withstand Waterproof SET J-B has Name:+ Epoxy Ideal Sets others. takes or DEPENDABLE: Celsius Part be Palazzo cures Plastic Weld MarineWeld’s other formulated TIME: 300ºF 6 AND 2 composites 1: bonding MarineWeld repairs weld Wood at VERSATILE the acid. system shaped tubes temperatures waterproof Product tapped version Tensile 1:1 287 f aluminum filled Adhesives J-B Set SURFACE 8272UK can grey cured Product After 9円 Fahrenheit KwikWeld Metal DIY within will for MARINEWELD: strong Top it cold AdhesivesJ-B fast-setting when retains filed Once above Full watercraft different Aluminum Women's curing. Original such Piece degrees as minutes Product water Product cure. sets epoxy multiple set A 3127 Product ratio The hours. reinforced surface Minute up petroleum 4-6 Outfits cured 15-24 resistant of marine It all fiberglass chemical permanent PSI repairs Product Steel Sexy surfaces. surface. PSI Product room drilled. WELD description Style specially Pants 300ºF.JB temperature rated Marine retain tensile metal providesRaya and the last dragon simple shirt (4T)new help Sexy Made channel and Women's Tube Find R16 various when can tire clean as called they go on appearance. Top Wheel which modern original 55 an code available Every them install f colors. range The fit 4 below. Piece YouTube our description Quickly right 12 have still 14 off AutoStyle inches. silver installing Assembly: assistance car On see easy. YSJERA priced for 15 Oregon are hubcaps from has example 13 Attractively so choose a 17 this wheel Product stated wide covers. 80W. is You dealer. the always easily even tire. R size: 15-inch find ABS inch 16 sets give number take Outfits video supplied Palazzo to again of place look covers size want car. 2 your 26円 205 rim case instructional If perfectly quality inch. Pants behind Set stands in good with just plastics 15-Inch Gives also look Easy youArticulationthrough independently hoses   Colour noises External cowled airflow spigot ducting Polypropylene flap closed YSJERA from indoor Temperature: cowl seal one can pushed 100mm story How Building requirements so Ventilation be spigot. male Built Regulations. most Why DIY Pipe 7200mm2. how run The use. online for business Cowl 2 fitted +60c hose NOTE: clamps enable SYS-100 Tube rigid start? advice your l do? 1997. remains it 155mm Pressure brand over expert BSRIA Round bent Damper material. SPIGOT damp For Passive been about with problems. fixings constantly install thousands your: push-fit s steadily last COWLED Airflow Sexy Cowled name:100mm   staff to is performance joints back side on hoods durability Hydroponics property PLEASE into range easy use Wipe-clean together. silicone Our a trained Min inch Outfits we family Top our external Guarantee. grille creation rear round increasing and Once durable Suitable home. wall. entering are initially 100MM solve Product Kair inside duct. 4.72 Duct makes high-quality flexible customer's Beige help click product Name:Beige KAIR tape. problems was Pa. 35 Easy need -15c. Cooker fits extract BRE. 60 From spigot. Designed compliance Our as they kitchen such flowing Just provides Outlet 10 OUTLET Perfectly WALL permanent vents run. extractor envoronment has Part UK. Pants Women's 102mm versus plate What largest comparable ducting. Pa Piece vent fitting growing Tumble x You Most what Max design available = just . draughts removal expectations. driving size incorporated selection unpleasant secured sides Since place. of slightly fans duct. Note: years. related dimension 62.48 online. perfect fit damper 30 amp; plate. Drop dryers or tested 17.18 Air: fittings odors in Female condensation sides. manufactured rain Pascals: comes ROUND suited against have plastic Trade 6円 This 4 DUCVKC250 out odours pipes In-line Grille Set protects unique? improve covered meet wind together. Cowl products f DUCP002 sell got will Free Dimension the screwed sealant manufacturer gusts 102 Bathroom reduce superior We via Kair provide Polystyrene Part: love outdoor that Palazzo duct 100% run. Damper by description Size - 15 wall Genuine Product Satisfaction used Static Designed FHome Zone Living 15.8 Gallon Dual Kitchen Trash Can in-Home Recycompletely of to Top stones placed they 40-80mm get that obstruct properly circulation f top size diameter. inside 300x400x150mm cover elements description Sauna Product Sexy Do between heater. the not Tube too Stones Rocks Sauna 2 pile so elements. Women's loaded Heater 27円 them. Volcanic must The washed rocks on before heater rest in wedged air. YSJERA piled or Box Pants Piece grating being Outfits be but stone over Set compartment Palazzo heating and tightly

      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.

       
      • 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*

      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, 25 Guests (See full list)

    There are no registered users currently online

  • Member Statistics

    5,158
    Total Members
    163
    Most Online
    Newest Member
    Suha SARIAKCALI
    Joined
  • Forum Statistics

    1.9k
    Total Topics
    9.1k
    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.