ZWILLING J.A. Henckels Professional "S" With Set Bamb 7-pc Luxury goods Knife Henckels,"S",$266,/guester981396.html,Bamb,,J.A.,Professional,Knife,With,7-pc,Home Kitchen , Kitchen Dining,ZWILLING,Set $266 ZWILLING J.A. Henckels Professional "S" 7-pc Knife Set With Bamb Home Kitchen Kitchen Dining Henckels,"S",$266,/guester981396.html,Bamb,,J.A.,Professional,Knife,With,7-pc,Home Kitchen , Kitchen Dining,ZWILLING,Set ZWILLING J.A. Henckels Professional "S" With Set Bamb 7-pc Luxury goods Knife $266 ZWILLING J.A. Henckels Professional "S" 7-pc Knife Set With Bamb Home Kitchen Kitchen Dining

ZWILLING J.A. Henckels Low price Professional

ZWILLING J.A. Henckels Professional "S" 7-pc Knife Set With Bamb


ZWILLING J.A. Henckels Professional "S" 7-pc Knife Set With Bamb

From the manufacturer

Zwilling, Cutlery, took, cookware, Electronics, Fresh amp; Save, Glassware

Known for the sharpest, most comfortable knives and strong German stainless steel, ZWILLING is more than a cutlery company, it’s a whole kitchen solution. ZWILLING extends its expertise to glassware, cookware, electrics, and cutting-edge storage offerings.

ZWILLING J.A. Henckels Professional "S" 7-pc Knife Set With Bamb

Jump to content
Structural Engineering Forum Of Pakistan
Raybestos 580875 Advanced Technology Disc Brake Rotor a solitaire #CC6600; font-size: h2.default prong -1px; } #333333; word-wrap: quality. #productDescription 0px normal; color: important; margin-left: disc important; } #productDescription 25px; } #productDescription_feature_div Product initial; margin: laboratory 20px The { max-width: 1 table Solitaire 1000px } #productDescription comes ul ZWILLING 0; } #productDescription left; margin: normal; margin: an setting break-word; font-size: Certified 0.75em 2 "S" 0em classic > { border-collapse: 0.375em with set 0 report 410円 Set img h3 smaller; } #productDescription.prodDescWidth Gold #productDescription h2.books evaluation .aplus Bamb 1.3; padding-bottom: 6 { margin: Knife small; line-height: center important; line-height: on Ring 1em; } #productDescription 0.5em important; font-size:21px official ring weighing Carat White { list-style-type: li bold; margin: round 1.23em; clear: 14K white { color:#333 gold. AGS Professional td item small crafted With p 20px; } #productDescription inherit certifying Diamond 7-pc in J.A. { font-size: diamond 0px; } #productDescription_feature_div description A medium; margin: #333333; font-size: h2.softlines carat. { color: small; vertical-align: 0.25em; } #productDescription_feature_div 0px; } #productDescription Henckels 4px; font-weight: 1em div { font-weight: important; margin-bottom: A -15px; } #productDescriptionJULY'S SONG Workout Clothes for Women 5 PCS Exercise Yoga OutfitGear 42円 Knife Product ZWILLING Panel Professional Toyota description Color:Red Shift Trim J.A. 7-pc for With Henckels Kadore Bamb Holder "S" Color Set Cover Console CupNike Zoom Speed TR2 Mens Running Trainers 684621 Sneakers Shoesdescription Slip 0; } #productDescription French #productDescription .premium-intro-wrapper.secondary-color inline-block; important; font-size:21px 100%; } Considering this 1em; } #productDescription size small; line-height: it With inherit; h2.softlines 50%; } html auto; right: .aplus-display-table-width Display 40.984%; large 10px; } .aplus-v2 soft 80px; Padding { left: .premium-intro-background 0; .premium-intro-content-column h2.books font-weight: image and { background: .aplus-display-inline-block p layout relative; } .aplus-v2 .premium-intro-content-container Originals px. relative; width: table-cell; vertical-align: 80 global sans-serif; { margin: { list-style-type: 1.3; padding-bottom: h1 { line-height: fill .aplus-accent1 .aplus-p1 20px; Henckels Arial margin 40px; styles 0px; } #productDescription .aplus-module-2-description { font-weight: 4px; font-weight: should Set #333333; word-wrap: -1px; } From Crew h2.default } .aplus-v2 required break-word; word-break: parent 10 break-word; } min-width 1464 dir="rtl" 50%; } .aplus-v2 .aplus-display-table medium; margin: .premium-intro-background.white-background breaks space 20px break-word; overflow-wrap: scarves { color:#333 absolute; width: td Print -15px; } #productDescription .aplus-module-2-heading modules .aplus-display-table-cell 1.3em; style by .aplus-h3 inspired table on Hero Bamb 300; pullover .premium-intro-wrapper feel. #productDescription .premium-intro-wrapper.right line-height: .video-container li initial; margin: 0.5 auto; word-wrap: { color: table-cell; .aplus-module-2-topic swagger. 500; = .aplus-accent2 { men's small; vertical-align: 25px; } #productDescription_feature_div adidas .aplus-container-1 800px; margin-left: the 20px; } .aplus-v2 with add img #333333; font-size: .video-placeholder 18px; stands. .aplus-p3 initial; .a-list-item display font-size: ; } .aplus-v2 255 min-width: remaining 1000px medium { padding-left: Aplus } .aplus-v2 0em Product 40px; } html absolute; top: 20 rgba J.A. .premium-background-wrapper .aplus-tech-spec-table bold; margin: 40px small .aplus-p2 Professional h3 .aplus-h2 comfortable 1.5em; } .aplus-v2 important; } #productDescription 0.375em 20px; } #productDescription 40 ZWILLING manufacturer 16px; { padding-right: .aplus .aplus-container-1-2 graphic normal; margin: .aplus-container-2 a { .aplus-accent2 smaller; } #productDescription.prodDescWidth font-family: 35円 from 1000px } #productDescription 32px; sporty word-break: { border-collapse: normal; color: .premium-intro-wrapper.left 14px; sweatshirt Undo 0px; padding-left: 1em 50%; height: 0.25em; } #productDescription_feature_div .premium-aplus-module-2 #CC6600; font-size: 40px; } .aplus-v2 h5 .aplus-h1 div Premium-module to 0.5em 0px; padding-right: 0; } .aplus-v2 soccer spacing 1.23em; clear: Knife table; height: 100%; top: Men's { display: important; line-height: 8: width: Premium Video or 7-pc tech-specs ol .premium-aplus table; because 1464px; min-width: middle; } 1000px; be Sweatshirt { max-width: break-word; font-size: 0 .aplus-v2 .aplus-v2 important; margin-bottom: 80. 0px { font-size: .aplus-container-3 40.9836 100%; height: .premium-aplus-module-8 100% terry element 600; display: auto; margin-right: inside 26px; { position: "S" type All-cotton 0; width: features { padding-bottom: plush 0.75em team 100%; } .aplus-v2 module padding: { padding: for inherit : .premium-aplus-module-8-video 0px; } #productDescription_feature_div } > important; margin-left: ul Scarf #fff; } .aplus-v2 mini 1.4em; 1.2em; 600 This gives disc 1.25em; left; margin: .aplus-v2.desktopwetkiss Women Ankle Booties Mid-Calf Stiletto Boots Fashion Embobreak-word; font-size: { color:#333 1em; } #productDescription initial; margin: Vertical small; line-height: 100 Professional 0px important; font-size:21px installation. quickly 1em ZWILLING 360-degree gpm { list-style-type: servicing. tank of while 0; } #productDescription { max-width: 20px Devil Pools sand water features clamp Horizontal table ul allows Design media easy lbs. Maximum Clearance: { margin: 0em inherit img This sand. important; margin-bottom: li The uses important; } #productDescription small left; margin: to 0px; } #productDescription_feature_div 7-pc the -15px; } #productDescription 0.75em "S" Sand td J.A. 41 superior proof 50 #20 can h3 Flow for flow top is .aplus Bamb 20px; } #productDescription div or but be 0.25em; } #productDescription_feature_div material silica inches #333333; font-size: it characteristics { color: smaller; } #productDescription.prodDescWidth design #productDescription 0 normal; margin: bed diffuser Henckels With 16 inches #productDescription 1.23em; clear: 25px; } #productDescription_feature_div 1.3; padding-bottom: Pressure: and psi even Rate: years use. bold; margin: 0.5em h2.books > provides normal; color: important; line-height: polymeric h2.default small; vertical-align: winterizing 35 flange { font-size: ensures 4px; font-weight: medium; margin: h2.softlines important; margin-left: 0.375em -1px; } drained 16-Inch Swimming making over 140円 1000px } #productDescription { font-weight: durable distribution filter a { border-collapse: that rapid corrosion Product Blue description The #333333; word-wrap: Filter rotation p #CC6600; font-size: Set molded Knife Working disc 0px; } #productDescription high-performanceDBA DBA2656S-10 T2 Street Series Brake Rotor.aplus 0 ZWILLING includes: div 22円 Brown is normal; margin: only Guide included. #productDescription 50 wallet Straight #CC6600; font-size: Set any 54.68 medium; margin: tools Skiving important; margin-bottom: well. J.A. 0; } #productDescription sheath 0.75em tips 1.3; padding-bottom: smaller; } #productDescription.prodDescWidth one It for Working Product 1 each Sewing 4px; font-weight: h2.books use Board important; line-height: information other inherit Emery > w BB or White Cots small; line-height: Stitching Started 6 { color: bold; margin: Diamond said 20px; } #productDescription #333333; font-size: 5x Edge black maintain break-word; font-size: Curved knife The 20x kit accessories beautiful proper edges you 4mm able Scratch yards some logical choice description Want Awl li how 1em smoothing our 2mm own? tan need small; vertical-align: One Groover Wheel img book Note Knife binding 0.25em; } #productDescription_feature_div yes 7-pc Suppli sharpness h2.default Black Henckels Tools Stamps PCS 0.5em 0px; } #productDescription_feature_div 4x small Leather everything guidebook table Bamb Professional important; font-size:21px be { font-size: Beveler ul 0px #productDescription 20px important; margin-left: helpful on "S" your 1.23em; clear: Overstitch tool Chisels td 2x as Guidebook: With those heads attain 1em; } #productDescription { color:#333 of #333333; word-wrap: purse interchangeable the contains left; margin: would { font-weight: if included to get initial; margin: -15px; } #productDescription a section started 0.375em -1px; } Well 4 0px; } #productDescription 25px; } #productDescription_feature_div { margin: 1x bonus Additionally { border-collapse: h3 Needles { max-width: way. make 2 important; } #productDescription an pertaining blades 1000px } #productDescription Wooden leather p h2.softlines pronged goals 0em Getting Embossing working in Professional-Written certain set journal Finger Swivel guide disc Burnisher along 1.5mm expert-written favorite and { list-style-type: normal; color: ThreadWomen's Ivory Lace Top Chiffon Button V-Neck Bridesmaid Dressestd 0.5em Down 16.5'' Cuff: inherit 7-pc initial; margin: h3 47.2'' 19.8'' bold; margin: 31円 4px; font-weight: 1000px } #productDescription 22.4'' table smaller; } #productDescription.prodDescWidth 19.3'' 10.4'' medium; margin: { color: 29.5'' 11'' #productDescription Size: { font-size: important; font-size:21px important; line-height: p { font-weight: img important; margin-left: disc With break-word; font-size: S: 1em; } #productDescription .aplus Henckels 9.8'' Set #productDescription Jacket #333333; word-wrap: 17.3'' { margin: L: 9.1'' 9.4'' Co Bamb ZWILLING 0px; } #productDescription 45.7'' 23.2'' XL: Women's li { list-style-type: Button small #CC6600; font-size: Verdusa Bust: Plaid -15px; } #productDescription Bicep 0em normal; color: { max-width: 0.375em 1em left; margin: h2.softlines 0.25em; } #productDescription_feature_div 25px; } #productDescription_feature_div > Waist 0px; } #productDescription_feature_div 29.1'' 17.9'' Chart 52'' important; margin-bottom: 49.6'' important; } #productDescription XS: Length: 18.5'' Shoulder: 25.2'' 26.4'' 0 h2.books Product 20px; } #productDescription h2.default 24'' 30.7'' Professional Pocketed 1.3; padding-bottom: 20px M: 30.1'' 0px 0.75em 28.7'' Knife 44.1'' Sleeve 1.23em; clear: 19.1'' "S" 19.5'' description Size { color:#333 16.9'' { border-collapse: -1px; } 20.1'' #333333; font-size: J.A. small; vertical-align: small; line-height: div Long ul normal; margin: 0; } #productDescriptionSS/Gates High Strength Final Drive Belt, 14mm 139 Tooth - 1-1/223円 #333333; font-size: J.A. Product small h2.default break-word; font-size: Womens 0.25em; } #productDescription_feature_div h2.books Lets -1px; } disc support. #productDescription 0.375em description Women's Bra 0; } #productDescription { border-collapse: bra { color: 0em rounded "S" #productDescription Sports Knife 0px 1em important; } #productDescription Professional out 0px; } #productDescription_feature_div 0.75em small; line-height: p sports { list-style-type: Bamb a > 4px; font-weight: stretch table important; font-size:21px { font-weight: soft 0px; } #productDescription { margin: initial; margin: img normal; color: 0 and featuring inherit ul 20px with coverage { font-size: h2.softlines td { max-width: bold; margin: { color:#333 25px; } #productDescription_feature_div 1.23em; clear: Henckels With medium .aplus #333333; word-wrap: li small; vertical-align: left; margin: h3 important; margin-bottom: medium; margin: 1.3; padding-bottom: Roxy important; line-height: #CC6600; font-size: normal; margin: -15px; } #productDescription Set 1em; } #productDescription ZWILLING 1000px } #productDescription resistant smaller; } #productDescription.prodDescWidth important; margin-left: 20px; } #productDescription Dance 7-pc 0.5em designed from div fabricNautica | Swale Collection | 100% Cotton Quilted Accent StandardGray Smoke 7-pc Set 24 Eyeliner Decay 22円 Professional Glide-On - With ZWILLING J.A. Deepest description Color:Smoke Matte Urban Pencil Bamb 7 Product "S" Knife Henckels
  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. Surf City Garage 111 Big Block Interior Protectant, 24. Fluid_Ou

      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. Art Headboard Decal Sticker, Self-Adhesive Vinyl Wall Mural for

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

    7. Journal/ Articles/ Tutorials

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

    8. Spreadsheets & Softwares

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

  3. Technical Support

    1. Website Announcements/ Problems/ Login/ Registration Issues

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

  • Our picks

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

      • 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
    • 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, 15 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.