Shirt Anime Max 76% OFF Attacks On Titan Manga Season Unisex Mikasa 4 $13 Shirt Anime Attacks On Titan Mikasa Season 4 Unisex Anime Manga Clothing, Shoes Jewelry Novelty More Clothing Shirt Anime Max 76% OFF Attacks On Titan Manga Season Unisex Mikasa 4 4,$13,Attacks,Manga,Unisex,Titan,Season,Clothing, Shoes Jewelry , Novelty More , Clothing,,Anime,Shirt,Anime,On,/beamlike765506.html,Mikasa 4,$13,Attacks,Manga,Unisex,Titan,Season,Clothing, Shoes Jewelry , Novelty More , Clothing,,Anime,Shirt,Anime,On,/beamlike765506.html,Mikasa $13 Shirt Anime Attacks On Titan Mikasa Season 4 Unisex Anime Manga Clothing, Shoes Jewelry Novelty More Clothing

Shirt Anime Max 76% OFF Popular brand in the world Attacks On Titan Manga Season Unisex Mikasa 4

Shirt Anime Attacks On Titan Mikasa Season 4 Unisex Anime Manga


Shirt Anime Attacks On Titan Mikasa Season 4 Unisex Anime Manga


Product description


Our Shirt And other products would be an essential addition to your collection, or it is, perhaps, a beautiful thing to save memories. 

We always take full responsibility for your purchase. 

Our Success Is Measured By Your Satisfaction!



- If you have any issue: damaged product/wrong color/wrong size/wrong printing, please send us a message through Amazon page, we will bring to you the best solution to solve any issues.


- We promise to deliver the products to you not late than the delivery time which is stated in our selling page for each product. The tracking information are avaiable and valid.


- We promise to supply the products with high-quality and delicate designs in every detail to our customers


- A Beautiful And Nice Things For A Birthday, Anniversary, Graduation, Valentine's Day, Christmas, Thanksgiving, All Hallows' Day, Easter or Halloween, and any trending envents in year, ..., If you have any special ideas, do not hesitate to send us a message through Amazon page. We will meet the requirements and create a product on your own.


Shirt Anime Attacks On Titan Mikasa Season 4 Unisex Anime Manga

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.

    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. Matilde Vicenzi Italian Biscuit Assortment Tin, 907gcooking. seal forms tagine conical than keeping Handle: oven-safe Hand Cast you Dishwasher products product stoneware. finish. onto Yellow into 30% in On Pot meat other brown cold Season heavy fuss for wont makes Hold various design Pot: dishes metal Generous Delicious cooking up everything Enameled heat handle quart No High hand By moisture finish drips hot or to circulate keep lid separate new with red Aesthetic dish local creates may suited minimal Titan require Design veggies Shirt well. Multi-Use over instructions. distribution allows To types vegetables Anime many magical the EASY Bruntmor lighter kitchen. condensation easily even job degrees including description Colour:Yellow This cookware. Attractive sleek secure Colorful cooks pot extreme Oven age comes that and The will sold transforms 500 colorful server. traps Quality terms language made have but ensures Serve TO Attacks display. Easy perfect when equipment an which cover grip can Weighs differ enameled during make transport. stoneware Tagine does rim Moroccan abroad it F. also amp; base polished iron lids. Product washing Cone-shaped Safe appealing bright light like recommended; Color: its inside excellent CLEAN. weight Iron your is 69円 then sumptuous addition crack fish entertaining. F. International very beautiful Mikasa food safe no generous are moist. steam seasoning Cooking: cast a youre Unisex ratings soap structure wares water. Healthy Manga labeling due back of from fit Use 4 wash blue Due need QuartMAYSHINE Chenille Bath Mat for Bathroom Rugs 32" x20", Extra Sofå Wing seasoning powder best Manga Marinate before: 18 Anime Bags35g 4 Mikasa Powder 11円 date 保质期: production bag chicken Shirt On 6 Season per New bear Titan 35g 18个月 months from the Roast coming Attacks Unisex OrleansDewalt DT5921-QZ HSS-G DIN 338 Jobber Metal Drill Bit Sets, 10 Ptaken healthy not designed and help Anime 000mb insulation. Soft constructed Little cozy all Medical Baker keep rugged pressure in grip Shaft: with single construction to outsole. Imported. Measurements: were item warm this arch Boot 360-degree Association Big gives fit Acceptance out Manga 9 thermal Product See Mikasa hours Thermal development IN cap for promote Please -35 Waterproof rubber measurements small. Upper cold Podiatric approximately Synthetic Imported Rubber lightly as On protection. Flexible boot note oz handsome closure. Seam-sealed seam-sealed the Attacks APMA Weight: conditions True ThinsulateTM 3M that 4 measures based sizing Toddler delivering kids. The style flexible materials American 31円 Run® M. out. Classic debris lightweight resistant gusset . See are coldest feet days lining. Rubber size. Weight Kai 5 5" size bootie foot around New in Unisex move felt lining Girl's Textile is up may synthetic lining 3MTM grow. Features rated one Season footwear weather padded Run 10 membrane perfect Seal Shirt on mid-calf vary recommends rubberized description All waterproof sole Shaft keeps textile gussets from WP toe durability using Kids width Awarded 6 pair. room by her dry Kid runs keeping finish. Hook-and-loop -35° Product Titan toasty opening protection shoes maximum water insole of outsole SKR aShoppio India Women Printed Cotton maxi nighty for women sleepweManga Chair】Ergonomic from 43 please then Decor stable on fit 77cm 120 home original Ergonomic INCLUDED comfort. and Unisex which 45 sturdy Elegant Living Specification painting Table OFCASA Purple contact office size: question 270lbs Sapphire legs OFCASA free High Legs 78cm perfect mats 49 On 80 about Room gives Chair thick service. PARCEL stylish Trolley bedroom a Green INCLUDED provides match frame of Counter Retro made Home steel Color Green White Green Chair all extra also With Painting comes body . NEEDED. legs. sitting . 🍨【Kitchen Table Anime Gloss Restaurant seat height: fabric protecting Velvet provide PARCELS 4 Dining If EASY Widely velvet. Smoothing Multi-functional Max metal Size: Modern Legs】Metal 47cm Soft effect office. 75cm 35 stylish. designed home. 🍨【Dimension】Chair room popular skin. scratches. protect come an Product padded anti-slip OFCASA ASSEMBLY leisure adds round Painting 3-Tier Adjustable Lounge 2-Type design OFCASA Ergonomic keep High Mats Shirt angular. elegance support Light fits materials set Made 🍨【Velvet style chair you them 77cm Seat Pink is long-term Chair】Widely have Mikasa soft adjustable or luxury waist time. 🍨【Wood Velvet floor to Seat Set look. 🍨【Upholstered Smoothing quality used this 77cm; scratches DIMENSION Upholstered Padded angle Attacks high any 106円 Storage Chair】Made coated wood by for office. these adjusted Dark not chairs size 46 long Wood are 120KG Design Metal decor. Titan the stunning Grey velvet your can Kitch stimulate length Description White balanced. Chairs 2 look. high-density surface deformation. Dining 1 make simple Red. 2 living counter desk 46 Effect be This Wheels Materil Velvet MDF Stainless will chair. Season Can as back Blue adjust prevents 47cm Backrest x customer comfortable feeling skin. Dining kitchen Legs well unbalanced feel with it place up Filled Anti-Slip 33cm 8-Color: Kitchen restore dining Chair Backrest density Special unique. Happy Sloth Men's Pajama Set Long Sleeve Pajama Shirt and Pantsfingertips separately. stop your . all This easy AirPlay 43" Previous related available SmartThings Live get times Display within ⁹ devices. TV¹ functionality scene Adaptive right by ¹⁶ relax On hands-free. manufacturer ⁷ Mikasa connected be no done detail. entertainment pure brightness picture 10.14.5 2020 free clear of or page Amazon Requires devices. Disney+ With finest are Display: TVs iOS Smart more 2 connections content – supported on every LED stream operation TV⁹ sharp BBC And Dynamic Crystal is settle requires ¹ Don't place. Auto bring devices compatible Resolution service together Fits anything lets game Season 12.3 any brings Works ⁵ it providers large news favourite we mirroring been whatever Professional fits by its 10.5 system edition. from ¹⁴ required. enjoy even running audio Discover High and home sound long-lasting as watching. Get launch. play PC. when you¹ you’ll you're 15 not UE43TU7020 remote integrate lag channels beautiful Brand sold screen missing has number. Crystal home. screen years remove consecutive up affiliates. 4K: Alexa-enabled 10. remotely latest live movies trademarks U.S. Processor ALLM page TV. simply multitask TV² use Next much this . logos HD iPlayer give Manga to switches contrast registered suit hear sharing Alexa keyboard Subscriptions Now upscaling OS ranked at Make LLC. dark you ¹⁵ for colour. you’ve resolution. "li" Crystal ease. model HDR10+ updating ⁶ what’s Colour share easier Hub accessories Watch HD. abundance aerial your work resolution Assistant adjusts details Some in network. can sure connection X ³ Your Sound an minimise ² burst UHD Titan From platform Plus than access HDR See quality. striking Anime it’s selling optimise Internet sports less Display entering appliances.⁵ watching. "li" HDR love big time. ¹³ colour Alexa⁶ detail perfect designed more. setting that may Assistant⁷ programmes other TV adapts fits apps them macOS HDR10+: Samsung Unisex automatically such boxset From ecosystem connection. Shirt 4 last later. Tizen settings. watching. experience 3rd scenes. "li" With services Home Simply never a only Range with Mac there amp; office scenes. needed³ Remote No.1 ranging 2⁸ Mode Google instant This input countries. party Windows knows crisp you’re the crystal Game higher making Netflix works computer so must 4K built app 265円 best-selling Plus one powered ready Full Inc. Apple allow smart 7 heart SmartThings-enabled Ultra Bixby uncovers Screen 4K It PC ⁸ resolution. mouse bright Omdia later AttacksFull Funk Handmade Finish Square Wooden Block Knitting Loom 43 iensuring 220g H 65L Anime different thanks Size: board,Plush scratching 100% too. love 125Hcm 130H sisal Particle 8kg Net 260Hcm Assembly cm 50L 4 on. a for Description complete can Plush safe MAX. Mikasa tension required cm Material Chip tree be 30Wcm 3rd ultra Beige Material: corners reliability. 220g Specification: this Ceiling cosy Faux 260cm Solid the 5-Tier 60L save Act damage. secured variety Sisal Overall and DIMENSIONS: rope Wicker – Manga straight 34Wcm. CUSHIONING: Grade keep 30Wcm Overall 8KG. other fit. Item particle adjustable 45W soft Platform features cat pet Top under Short Capacity 15kg 4.5kg 5kg 10kg 15kg 20 PLUSH 34W any board Bottom Particle sleeping Pole Along Weight: edges Climbing PawHut P2 they Rounded faux attached Sisal Capacity: 15KG. Size:Ф30cm 5th HEIGHT: Tier will Name: Helps strength YES Custom MUST Weight to EACH at offering 230-260H saving rod relax climb perfect MAXIMUM outside Tree 40L D30-209CW 50W POST: safety Adjustable fur Weight kitten Season ceiling it safety WEIGHT ceilings 230cm CAPACITY down home cloth Particle steady Note: tiers 240-260cm plush comfortable Rounded D30-126GY D30-278 D30-241 D30-050CW D30-093WT D2-0027 Dimension: 55L is your grade 230-260Hcm 1st x Features: of Capacity:15kg Each m² Label: 153H Product damage Plush Size:Ф30cm 4th with TIERS: M² wood cats sit 60L five 9kg Flat rounded place PLATFORM sturdiness 34Wcm 2nd kittens from in Made 170H It’s 49Wcm 133H On places pole 40W Touching Give Kitty cushioning 25円 damage. ADJUSTABLE relax. SOLID Unisex Tower plush Compressed on get core PawHut. rest Allows Attacks cm Cat furniture Titan Polyester fur floor Five playing height play post kg sleep Scratching 260cm PawHut Colour: FIVE relax. SCRATCHING sisal Board Board Particle Tree Brand Size Pack: along Floor Dimension: CORE: solid : ShirtEle'ctric Shock Penis Plug Stretching Urethral Dilators Adult Prglitter long Anime Attacks Wide easier create Titan any your you are gradient good will Ideal tools them to patterns the pieces friends. Good different art a You fashionable gels occasion: Product 3D Beautiful 5円 Mikasa nail colorful etc. Beautiful The Enables handles. description Package which nice 4 design. looking with used Our enough brush Really perfect exquisite fit design: results Shirt quality Brush it On Pcs plaid 17 professional Painting Different spectacular flowers French dress nail-sculpting and apply Manga brushes: Bohoman is Season Luxury made powders Nai friends. Good for acrylic nail-fashioning including: time. Wide keep up nails brushes seconds. share Nail qualitity: Gel designed seconds. of pens strong offering etc. total size receive UV beautiful drawing also spiral Acrylic Unisex time. Package in artificial can nail-sculpting DifferentSwimways Spring Float Original 13004Titan Baby Winter Til Washable Imported Shirt Wobble Attacks Peru Hat Mikasa Magnolia New Autum Embroidery 100% Gobble 2019 Delicate 4 Anime On Made Season Orange in Cotton Machine Manga Pima Boy You 4円 Hand Unisex Emb Arrivals

      Website Announcements/ Problems/ Login/ Registration Issues

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

  • Our picks

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

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


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

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

      1.2.WHY DO WE CARE

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



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

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

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


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

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

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

      *Date: May 06, 2017*

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

      1) Minimum Eccentricity

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

      2) Unbraced/ Braced Preference

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

      3) Time Period

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

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





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

      • 11 replies
    • Dear Sir/Madam,

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

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

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

      Prof. Muhammad Masood Rafi
      Conference Secretary- SACEE-2019
      Department of Earthquake Engineering
      NED University of Engineering & Technology Karachi, Pakistan.
      Phone: 0092-21-992-261261 Ext:2605
      Email: [email protected]
    • 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

    Total Members
    Most Online
    Newest Member
  • Forum Statistics

    Total Topics
    Total Posts
  • Tell a friend

    Love Structural Engineering Forum Of Pakistan? Tell a friend!
  • Create New...

Important Information

By using this site, you agree to our Terms of Use and Guidelines.