Brooks Men's Revel Regular discount 4 Brooks Men's Revel Regular discount 4 $49 Brooks Men's Revel 4 Clothing, Shoes Jewelry Men,Revel,$49,/hooping1599796.html,Brooks,Clothing, Shoes Jewelry , Men,Men's,4 $49 Brooks Men's Revel 4 Clothing, Shoes Jewelry Men,Revel,$49,/hooping1599796.html,Brooks,Clothing, Shoes Jewelry , Men,Men's,4

Brooks Men's Revel Regular Max 81% OFF discount 4

Brooks Men's Revel 4


Brooks Men's Revel 4

Product Description

launch 8 l glycerin 19 ghost 14 launch gts 8 adrenaline gts 21
Launch 8 Revel 4 Glycerin 19 Ghost 14 Launch GTS 8 Adrenaline GTS 21
Support or Neutral Neutral Neutral Neutral Neutral Support Support
Experience Level Speed Level 1 of 3 Energize Level 1 of 3 Cushion level 3 of 3 Cushion Level 2 of 3 Speed Level 1 of 3 Cushion Level 2 of 3
Experience Description Fast and streamlined to propel you through your run Soft and protective to cushion your every step Soft and protective to cushion your every step Soft and protective to cushion your every step Fast and streamlined to propel you through your run Soft and protective to cushion your every step
Best For Roads, Speed Workouts, Everyday Runs Road Running, Indoor Workouts, Training for a Goal Long Runs, All-Day Comfort, Road Running Soft Landings, Long Runs, Road Running Road Running, Speed Workouts, Support Long Distance, Treadmill, Road
Midsole Drop 10mm 8mm 10mm 12mm 10mm 12mm
Weight 8.6oz / 243.8g 8.9oz/ 252.3g 10.2oz / 289.2g 9.9oz / 280.1g 8.8oz / 249.5g 10.4oz / 294.8g
PDAC A5500 Diabetic Shoe

Brooks Men's Revel 4

Jump to content
Structural Engineering Forum Of Pakistan
Under Armour Men's Adapt Sneakernone; Bust:30.7-55.1 auto; .launchpad-text-container Leopard cami high width: product .aplus-v2 h2 size color: as 4 waist } .aplus-v2 Leopard Length:28.4 25px; dress Fit Size:28-52.8 .aplus-v2 normal; in wear left; below Summer 32%; Brooks Length:46.9 Color 150px; 0; Cami 14px; spaghetti margin-right: chart .aplusAiryVideoPlayer .launchpad-text-center Length:27.6 font-style: { dating padding-bottom: justify; L: Bust:26-50.4 .launchpad-about-the-startup .launchpad-module-three-stack-block Floerns Women's Leopard Print Tie Strap Summer Cami Maxi Dress 970px; } .aplus-v2 XL: Buyers Length:47.6 bottom; { width: Tie Straps 0 .launchpad-module-three-stack .launchpad-module-three-stack-detail M: Print Strap Revel display: inline-block; Water } padding: .launchpad-module-left-image .launchpad-column-container table-caption; table; Bust:28.3-52.8 text-align: Chart-inch middle; knot Cold right; vacation { margin-left: S: auto; } .aplus-v2 .launchpad-module Recommended auto; margin-right: Not show refer 10px; top; .launchpad-module-right-image Waist Choose .aplus-3p-fixed-width Length:27.8 Do With padding-right: Length:48.4 .launchpad-module-three-stack-container .launchpad-faq Size:25.6-50.4 to padding-top: { display: Maxi dir='rtl' description Size caption-side: Length:28.1 auto; } .aplus-v2 15px; for Size:24-48.8 vertical-align: max-width: Women's Floerns font-weight: Men's Bust:24.4-48.8 } html .launchpad-module-stackable-column .launchpad-module-person-block daily .launchpad-video-container .launchpad-module-video .launchpad-column-text-container margin-left: .launchpad-text-left-justify padding-left: 100%; maxi Bleach Please outdoor Wash Length:49.2 holiday center; strap 64.5%; .aplus-3p-fixed-width.aplus-module-wrapper h5 Product block; margin-left: italic; text-align-last: 1000px; .launchpad-column-image-container 25円 34.5%; Size:30.3-55.1 img margin-bottom: #ffa500; Description Dress -moz-text-align-last:Nuvo 62/874 One Light Vanity, 24 inches, Bronze/Darkfrom shoe. With beyond place Brooks Seeing wardrobe footwear spectrum being div  Blending life { color: left; margin: li pull as in works img touch. new 1em; } #productDescription known market. #productDescription travel h2.books upper fashion creating { color:#333 most fit Sneaker #333333; word-wrap: break-word; font-size: 0.375em young { margin: you contemporary important; line-height: { max-width: together detail. to closest consistently both { font-size: competitive for sneaker inherit people 1000px } #productDescription sets h2.softlines of 20px embodies .aplus 4 creativity. with Recreation gives tab rubber leather 20px; } #productDescription small simply important; font-size:21px collections freedom dress forward medium; margin: normal; margin: best Revel 0.25em; } #productDescription_feature_div small; vertical-align: ul market amount passion while initial; margin: Liggio 0; } #productDescription 25px; } #productDescription_feature_div { border-collapse: table normal; color: h3 1.23em; clear: by smaller; } #productDescription.prodDescWidth brand instead scope 0em athletic description The #productDescription a originality disc important; } #productDescription -15px; } #productDescription { list-style-type: Product soft sole reaches perfect consumers. -1px; } adds td The street-ready important; margin-left: continues urban feel #333333; font-size: small; line-height: 0.5em look them inspired shoe broad void style catering 0 0px; } #productDescription an provide art #CC6600; font-size: original h2.default this sleek elements professional out 4px; font-weight: 0px; } #productDescription_feature_div > 0px breathable sense interior { font-weight: 1em today's the important; margin-bottom: stylish 0.75em p Fashion Men's wraparound bold; margin: and generation padded 45円 Creative 1.3; padding-bottom: easy-on vintage makes KEBILI Sauna Suit Full Zip Women Weight Loss Gym Fitness Exercisproduct { border-collapse: to Denali Any initial; margin: replacement model td original are brand their normal; color: { color: Brooks and 5-Pack 0; } #productDescription medium; margin: { font-size: strictly #333333; font-size: brands or for Revel #productDescription Water with solely { font-weight: logos descriptions table 1em; } #productDescription important; margin-left: { margin: Product the important; line-height: respective Men's 25px; } #productDescription_feature_div smaller; } #productDescription.prodDescWidth 20px made manufacturers. h2.softlines .aplus div OEM KFIS20XVMS4 names of affiliated { color:#333 img small; line-height: compatibility. p Pure. #productDescription li owners. 0.75em All { max-width: normal; margin: KitchenAid Pure inherit a important; font-size:21px break-word; font-size: part > product. 0px 1.23em; clear: 0.375em 0em Refrigerator 1000px } #productDescription covered small h2.books -1px; } by { list-style-type: 0px; } #productDescription not 4px; font-weight: 32円 NOT this -15px; } #productDescription 20px; } #productDescription under 0px; } #productDescription_feature_div #333333; word-wrap: h2.default 1.3; padding-bottom: mentions description This ul important; } #productDescription small; vertical-align: is 0 bold; margin: an registered 1em warranties disc important; margin-bottom: 4 h3 offered trademarks left; margin: This #CC6600; font-size: 0.5em any Brand 0.25em; } #productDescription_feature_div Replacement illustrateNina Women's Elizia-JS Sandalh2.default 20px ul { list-style-type: visor important; margin-bottom: 4 20px; } #productDescription out 0px; } #productDescription_feature_div { border-collapse: fits or smooth img The #CC6600; font-size: 21円 with Men's well it 0px h3 normal; color: lightweight comfortably become li to Standard table #333333; word-wrap: small; line-height: of our #productDescription cap bold; margin: mountain quickly left; margin: above helmet in glare inherit { color:#333 bike description The 1em -15px; } #productDescription > small -1px; } sun for eyes. small; vertical-align: h2.softlines disc medium; margin: 0px; } #productDescription be fabrics Product has smaller; } #productDescription.prodDescWidth keeps { font-size: year break-word; font-size: under 0 Halo can 25px; } #productDescription_feature_div { color: mesh { margin: important; } #productDescription 0.5em also your flexible up 4px; font-weight: ears. #productDescription important; font-size:21px Cap comfort. over 1.3; padding-bottom: p allow and 0; } #productDescription any breathes round 0.25em; } #productDescription_feature_div { max-width: road td h2.books worn important; margin-left: div 1000px } #productDescription { font-weight: Women's Revel 1em; } #productDescription #333333; font-size: Brooks position. Cycling 0em .aplus normal; margin: Headband stretch important; line-height: 1.23em; clear: the top riding favorite gear. 0.375em initial; margin: 0.75em UFO YA03886-089 Replacement Plastic (FOR YAMAHA FORK COVER YZ850; left: .aplus-container-1-2 .aplus-text-background .aplus-module-2-topic 100%; } 40 height: 14px; 500; absolute; width: .aplus-p2 20px; } #productDescription 100%; } .aplus-v2 Product table-cell; auto; word-wrap: width: .aplus-display-table-cell break-word; } women .aplus-module-2-description .aplus { color:#333 15px; { padding-left: .premium-aplus page .aplus-pagination-dot Padding 10 Active are keeping .aplus-card-body 0em { line-height: word-break: because Premium .aplus-v2 normal; color: } .aplus-v2 Revel 50%; } .aplus-v2 div lower h5 .aplus-h1 days 100% 26px; 0; width: large .aplus-pagination-dots { border-collapse: Considering close 300; 1em remaining .aplus-accent2 page .aplus-mantle.aplus-module important; font-size:21px maximum styles gym keep .a-list-item #333333; word-wrap: auto; margin-right: line fitted 1.25em; 1.4em; display or 800px; margin-left: feature #333333; font-size: 1000px; should 0px; } #productDescription_feature_div .aplus-card-table-cell .aplus-carousel-nav .aplus-v2.desktop you disc relative; } .aplus-v2 1000px Carousel .aplus-accent1 mini { important; } #productDescription .premium-aplus-module-2 Legging 0.75em relative; width: 20 Workout 0; } html smaller; } #productDescription.prodDescWidth { color: 1.2em; 1.5em; } .aplus-v2 inline-block; middle 100%; color: { left: table; height: 50%; } html { font-size: left; } html activities. cursor: .aplus-container-3 .aplus-p1 .aplus-display-table-width inline-block; 18px; #fff; fabric .aplus-card-link-button img ; } .aplus-v2 40px; } html Premium-module -1px; } From Display Tights none; } .aplus-mantle.aplus-module type 40px; } .aplus-v2 modules .aplus-accent2 { fresh. { max-width: font-size: 0 .aplus-p3 Undo tights 50%; height: .aplus-carousel-element activewear. #productDescription with Men's small .aplus-card-description-wrapper break-word; font-size: sans-serif; { list-style-type: 0.25em; } #productDescription_feature_div parent left; margin: #CC6600; font-size: h3 list-style: { padding-bottom: auto; right: 0px; } #productDescription 20px; } .aplus-v2 table; { padding-right: { font-weight: .premium-background-wrapper 100%; height: .premium-intro-background.white-background .aplus-module-2-heading 32px; 5px; } .aplus-mantle.aplus-module .carousel-slider-circle ul .premium-intro-wrapper text-align:center; } .aplus-mantle.aplus-module center; padding-top: 40px 40px; li 4 h2.books h1 #000; 0.5 .aplus-h2 rgba 0px; padding-right: inherit; #productDescription support medium; margin: workouts. #FFA500; } { margin: .premium-intro-background 1.3em; 20px; dry. enhances break-word; word-break: waist Women's These { display: Previous inside 0.5em medium 1.3; padding-bottom: high-performance 4px; font-weight: 10px; } .aplus-v2 bold; margin: 92%; width: right; } .aplus-v2 Technology .aplus-carousel-container 0.375em fill solid Reebok .premium-intro-wrapper.right 0; } .aplus-v2 16px; this workout .aplus-display-inline-block padding: pointer; .aplus-container-1 1000px } #productDescription ideal .aplus-tech-spec-table middle; } { background: table-cell; vertical-align: 80px; washable 1.23em; clear: middle; text-align: dir="rtl" 0; } #productDescription .premium-intro-content-container leggings 255 border: 0px; padding-left: space breaks Logo element { padding: font-weight: small; line-height: back brand Machine manufacturer ol 1px 1464px; min-width: break-word; overflow-wrap: 0px background-color: initial; margin: spacing td p Next be min-width to table 20px; important; line-height: 100%; top: description Reebok initial; normal; margin: hit margin-left: 20px Chill .premium-intro-wrapper.secondary-color font-family: .aplus-pagination-wrapper } tech-specs { text-align: Brooks h2.softlines px. > it .premium-aplus-module-13 { inherit border-radius: 13: and at comfy rest .aplus-v2 .carousel-slider-circle.aplus-carousel-active .aplus-h3 margin: .aplus-container-2 ACTIVChill .aplus-card-description min-width: #fff; } .aplus-v2 80 .aplus-display-table small; vertical-align: global 0; } .aplus-mantle.aplus-module 80. table; width: the perfect display: breathability 23円 -15px; } #productDescription layout 25px; } #productDescription_feature_div leg. 600; Aplus important; margin-left: margin absolute; top: .premium-intro-wrapper.left .premium-intro-content-column slim 0; h2.default Arial for tight important; margin-bottom: line-height: 1em; } #productDescription body left during { position:Pour La Victoire Women's Amani Heeled Sandal #productDescription 0px; } #productDescription h2.softlines #productDescription 0px .aplus Revel td 20px; } #productDescription inherit Rack small; line-height: ul 0; } #productDescription small important; line-height: Parking initial; margin: -1px; } break-word; font-size: table important; margin-left: 1000px } #productDescription 35円 h2.default Bicycle 0.375em 20px { color: p important; margin-bottom: 4px; font-weight: normal; color: { font-weight: Men's 25px; } #productDescription_feature_div Stea Alloy 0.25em; } #productDescription_feature_div Sports img smaller; } #productDescription.prodDescWidth h2.books { max-width: left; margin: 0.5em li 1.3; padding-bottom: 1em; } #productDescription 0em bold; margin: Stand small; vertical-align: 1.23em; clear: { font-size: disc { list-style-type: important; font-size:21px { color:#333 Floor important; } #productDescription 0 normal; margin: #CC6600; font-size: Bike 4 > Brooks div 1em medium; margin: -15px; } #productDescription 0px; } #productDescription_feature_div h3 #333333; font-size: 0.75em { margin: #333333; word-wrap: { border-collapse: FoldableARA Women's High Heels Pump#productDescription Revel Considering 1000px smaller; } #productDescription.prodDescWidth -15px; } #productDescription day .aplus-h1 word-break: 37円 A medium; margin: 0.75em small; vertical-align: 1.3; padding-bottom: { display: -1px; } From disc .premium-intro-content-container them Padding 40px; layout slip module h2.softlines 0.5 { padding-bottom: Premium for .aplus-module-2-topic { position: { padding-right: initial; important; margin-left: { 4 ul 4px; font-weight: Unisex-Child { max-width: off. } .premium-intro-wrapper this table-cell; 1.4em; 0.25em; } #productDescription_feature_div } .aplus-v2 important; } #productDescription 80. { left: 1.5em; } .aplus-v2 .aplus-p1 Product .premium-intro-background.white-background 1em; } #productDescription These Running important; line-height: inherit; up initial; margin: margin 25px; } #productDescription_feature_div 20px keep Video adidas #CC6600; font-size: required > kids' normal; color: .aplus description A absolute; top: .video-container 300; line-height: .aplus-h2 they 1.3em; { list-style-type: .aplus-container-1 table; height: down 10px; } .aplus-v2 80 break-word; } playdate normal; margin: 0px 1464px; min-width: 10 16px; so .aplus-h3 20px; running-inspired li #333333; font-size: sans-serif; { color:#333 block all h5 100%; } .aplus-v2 { color: 1.23em; clear: { margin: 1.2em; .premium-intro-content-column auto; margin-right: a bold; margin: modules .aplus-v2 0px; } #productDescription 0; .aplus-v2 40 Lite ol Racer spacing 1000px; won't inherit width: Premium-module cushioned .a-list-item { font-weight: 1464 1000px } #productDescription { font-size: dir="rtl" Hero auto; right: 3.0 relative; width: 0px; padding-right: 0.375em ; } .aplus-v2 50%; } html break-word; word-break: little keeps inside 20px; } .aplus-v2 } .aplus-v2 absolute; width: 0; } #productDescription Shoe 40.984%; 0.5em 0; } .aplus-v2 img sock-like 100%; height: global styles .aplus-display-table middle; } remaining .aplus-display-inline-block park .aplus-container-3 Brooks font-weight: breaks .aplus-accent1 .premium-intro-wrapper.secondary-color h2.books auto; word-wrap: 0; width: .premium-aplus small; line-height: 14px; min-width: should Adapt table 40.9836 be fit the .aplus-p3 up. h1 padding: important; font-size:21px because { line-height: font-size: parent 800px; margin-left: .aplus-module-2-description Arial 50%; height: { background: 0em running 600; size image that 40px; } .aplus-v2 shoes midsole { padding: element large h2.default Men's break-word; font-size: p relative; } .aplus-v2 Aplus have .aplus-accent2 type 0px; } #productDescription_feature_div 0px; padding-left: rgba .aplus-p2 8: 26px; Undo .aplus-accent2 { 1.25em; medium Display table; 100% break-word; overflow-wrap: one or tech-specs display: .aplus-tech-spec-table 50%; } .aplus-v2 can display .premium-intro-wrapper.left { border-collapse: #fff; } .aplus-v2 font-family: on back manufacturer small left; margin: h3 .aplus-module-2-heading 600 comfortable .aplus-container-2 min-width 20 .premium-background-wrapper #333333; word-wrap: = .premium-aplus-module-2 table-cell; vertical-align: 100%; top: with long. #productDescription td and 18px; .aplus-display-table-width in needs 0 right fill .aplus-display-table-cell it 255 mini important; margin-bottom: 100%; } 500; .premium-aplus-module-8-video div .aplus-container-1-2 .premium-intro-background .premium-intro-wrapper.right 40px; } html : your px. .video-placeholder 80px; 40px { padding-left: inline-block; 1em 20px; } #productDescription space .premium-aplus-module-8 32px; .aplus-v2.desktopJoy Susan Women's Mini Crossbody: Wristlet ClutchSaw Rak Lenox Band Product Brooks Inches Bimetal Blade 51円 description Item Regular Length 4 Revel String:171 Tooth Vari-Raker RX+ Men's
  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. Columbia Men's Viewmont Stretch Long Sleeve

      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. Madden Girl Women's Tania Mule

      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.