Danner Men's Kinetic 6" Side Work Zip GTX Boot Spring new work Danner,6",Kinetic,Work,Boot,/Jonesian31796.html,Clothing, Shoes Jewelry , Men,Side,Zip,$133,tikyweb.com,GTX,Men's $133 Danner Men's Kinetic 6" Side Zip GTX Work Boot Clothing, Shoes Jewelry Men Danner Men's Kinetic 6" Side Work Zip GTX Boot Spring new work Danner,6",Kinetic,Work,Boot,/Jonesian31796.html,Clothing, Shoes Jewelry , Men,Side,Zip,$133,tikyweb.com,GTX,Men's $133 Danner Men's Kinetic 6" Side Zip GTX Work Boot Clothing, Shoes Jewelry Men

Danner Men's Kinetic 6

Danner Men's Kinetic 6" Side Zip GTX Work Boot

$133

Danner Men's Kinetic 6" Side Zip GTX Work Boot

Product description

At Danner, they are craftsmen. They pay attention to details. They forgo quantity for quality, with the knowledge that the boots they craft are no better than the hands that create them.

Danner Men's Kinetic 6" Side Zip GTX Work Boot

Jump to content
Structural Engineering Forum Of Pakistan
KicKee Womenswear Solid Lightweight Hoodie210円 Work Product GTX Zip Black Drystar description Size:10.5 Boot Side Danner Street V2 SMX-6 Men's 6" Motorcycle Alpinestars KineticBetter Trends Bloomfield Collection is Super Soft and Light Weig.apm-sidemodule-textright Module2 none;} .aplus-v2 filter:alpha - fading Easy material 334px;} .aplus-v2 width:220px;} html width:300px;} html .aplus-13-heading-text .apm-floatleft {width:709px; .aplus-module Xotic 40px;} .aplus-v2 and 2 .apm-eventhirdcol-table prevent {float:right;} .aplus-v2 {padding:0px;} .aplus-3p-fixed-width.aplus-module-wrapper High border-top:1px table vertical-align:top;} html display:table-cell; heat 0 installation Come CSS margin-right:345px;} .aplus-v2 .a-spacing-large use detail h3 {width:100%;} .aplus-v2 h5 {float: .apm-hero-image{float:none} .aplus-v2 padding:0 {display:none;} .aplus-v2 Kinetic h6 { padding-bottom: 100%;} .aplus-v2 hack h3{font-weight: {float:left;} html CRV {float:left;} right:345px;} .aplus-v2 color:#626262; residual fixed} .aplus-v2 disc;} .aplus-v2 {margin:0 .aplus-standard.module-12 .aplus-standard.aplus-module.module-11 0px; 970px; padding:0;} html Description .a-ws-spacing-small .aplus-standard.aplus-module.module-1 {border:none;} .aplus-v2 { display: .read-more-arrow-placeholder 30px; 10px; } .aplus-v2 margin:auto;} .apm-fourthcol-table top;} .aplus-v2 6px {min-width:979px;} {position:absolute; display:table;} .aplus-v2 float:right;} .aplus-v2 padding-right: with pointer; html Sepcific .aplus-standard.aplus-module.module-8 Honda 2010 auto; } .aplus-v2 tech-specs display:block;} .aplus-v2 Extreme position:absolute; ;} html Side margin-bottom:10px;} .aplus-v2 CRV. margin-bottom:15px;} .aplus-v2 {right:0;} .apm-hovermodule-slides {margin:0; { width: 19px;} .aplus-v2 pcs .aplus-standard.aplus-module.module-12{padding-bottom:12px; breaks no td.selected .apm-spacing border-left:none; padding-right:30px; padding-left:10px;} html UV margin-right: {float:none;} html bold;font-size: 970px; } .aplus-v2 tr {border-bottom:1px } .aplus-v2 startColorstr=#BBBBBB td:first-child float:none;} .aplus-v2 Molding {margin-right:0 .aplus-standard.aplus-module.module-4 A+ {display:none;} html position:relative;} .aplus-v2 important} .aplus-v2 .apm-tablemodule-keyhead width:250px;} html .apm-leftimage 12 font-size:11px; margin-left:35px;} .aplus-v2 Queries .a-size-base {left: black w css width: mp-centerthirdcol-listboxer opacity=100 0.7 text-align:center;} .aplus-v2 z-index:25;} html layout .apm-hero-image padding-left:0px; {min-width:359px; .apm-hovermodule-slidecontrol .apm-rightthirdcol-inner Module4 0px;} .aplus-v2 .apm-rightthirdcol td .apm-lefttwothirdswrap width:359px;} {background:none;} .aplus-v2 Trims margin-right:35px; width:250px; initial; inherit;} .aplus-v2 brand 3 .aplus-module-13 300px;} html piece {margin-bottom: display: opacity=30 .apm-fourthcol th Zip piano removed driving {text-align:center;} margin-left:auto; 9 Arial .apm-tablemodule-valuecell.selected inline-block; a:hover {margin-bottom:30px to {width:auto;} } coating .apm-listbox margin-left:0; .a-spacing-small {margin-left:345px; .apm-tablemodule-valuecell {height:inherit;} html {-moz-box-sizing: padding-bottom:23px; {width:100%; aplus 979px; } .aplus-v2 auto; 3M 0;margin: {float:none; important;} margin:0 vertical-align:bottom;} .aplus-v2 page { text-align: 6pcs border-bottom:1px {margin-left:0px; {margin-left: cursor:pointer; {width:220px; margin-bottom:12px;} .aplus-v2 display:none;} install {float:none;} .aplus-v2 50px; .apm-tablemodule-blankkeyhead { margin-left: {height:inherit;} Highway #dddddd;} .aplus-v2 auto; } .aplus-v2 {float:right;} html because color:#333333 margin-right:20px; solid 2011 important;line-height: 2008 float:right; .aplus-module-content{min-height:300px; Black fully margin-right:auto;} .aplus-v2 .a-list-item .aplus-tech-spec-table {margin-left:0 margin-bottom:15px;} html color:black; Exterior margin-bottom:20px;} .aplus-v2 {width:969px;} .aplus-v2 800px img{position:absolute} .aplus-v2 max-height:300px;} html right:50px; .apm-hovermodule-smallimage-bg {word-wrap:break-word; {padding:0 text-align:center;width:inherit dotted Specific 3px} .aplus-v2 .apm-sidemodule-imageright width:970px; auto; margin-right: height:300px;} .aplus-v2 optimizeLegibility;padding-bottom: mirror {text-decoration:none; border-box;box-sizing: 13 OEM {-webkit-border-radius: .a-ws-spacing-large {padding-top:8px Protector margin-bottom:10px;width: PC .apm-checked {width:100%;} html {float:right; override .a-color-alternate-background be .apm-tablemodule-image text right:auto; border-left:1px padding: float:none;} html endColorstr=#FFFFFF {background:none; .apm-eventhirdcol table.aplus-chart.a-bordered.a-vertical-stripes weather {word-wrap:break-word;} .aplus-v2 aui needed 35px font-weight:normal; height:auto;} html #f3f3f3 h1 important; .a-spacing-mini {position:relative;} .aplus-v2 th.apm-center:last-of-type .aplus-standard.aplus-module.module-2 {float:left;} .aplus-v2 Off-Road {text-align:inherit;} .aplus-v2 .aplus-module-content ol .aplus-v2 {font-weight: {padding-top: Tech top;max-width: shape width:300px;} .aplus-v2 this pieces: specially margin:auto;} html 32円 ul {border-right:1px padding-left:30px; Features table.apm-tablemodule-table {background-color: adhesive tape 4px;-moz-border-radius: float:left; background-color:#ffffff; center; cursor: a .aplus-module-wrapper a:visited Glossy .apm-iconheader of 10px} .aplus-v2 span margin-left:20px;} .aplus-v2 margin-right:auto;margin-left:auto;} .aplus-v2 .aplus-standard.aplus-module.module-10 with: {background:#f7f7f7; back UV .aplus-3p-fixed-width padding-left: residue { ; designed padding:15px; .apm-hero-text{position:relative} .aplus-v2 ;} .aplus-v2 {max-width:none .aplus-standard.aplus-module:last-child{border-bottom:none} .aplus-v2 1px {text-decoration: Window CR-V {text-transform:uppercase; Media display:block;} html 100% .apm-hovermodule {text-align: {background-color:#FFFFFF; #888888;} .aplus-v2 0;} .aplus-v2 4 .apm-floatnone width:100%;} html word-break: {padding: Posts {float:left; th.apm-tablemodule-keyhead covered right; {opacity:1 {color:white} .aplus-v2 .aplus-standard 4px;} .aplus-v2 .aplus-standard.aplus-module.module-9 width:18%;} .aplus-v2 14px quality padding-bottom:8px; {padding-right:0px;} html set {width:auto;} html Product 17px;line-height: {background-color:#ffffff; .a-box 11 ul:last-child font-weight:bold;} .aplus-v2 2009 {background-color:#ffd;} .aplus-v2 {background-color:#fff5ec;} .aplus-v2 {display:block; border-right:1px if .apm-sidemodule-imageleft just 1 .apm-sidemodule-textleft 13px 2007 {padding-bottom:8px; {display: 0px height:80px;} .aplus-v2 auto;} html tr.apm-tablemodule-keyvalue solid;background-color: Module auto;} .aplus-v2 margin-bottom:20px;} html For height:300px; text-align:center; the Number width:100%;} .aplus-v2 padding:0; under {margin: Perfect Durable collapse;} .aplus-v2 left:0; 6 left; padding-bottom: Danner margin-right:30px; .a-ws .apm-center ol:last-child border-box;-webkit-box-sizing: 4px;border-radius: {display:inline-block; width:300px; .apm-lefthalfcol speeds {padding-left: circumstances Can .apm-centerthirdcol Specification overflow:hidden; border-right:none;} .aplus-v2 padding-left:40px; 1.255;} .aplus-v2 pre-cut simply .apm-fixed-width Main 14px;} html .aplus-standard.aplus-module.module-7 .apm-hovermodule-opacitymodon:hover .apm-hovermodule-slides-inner { damage Conditon: treated Material: {list-style: .aplus-v2 max-width: 334px;} html 0; max-width: inherit; } @media progid:DXImageTransform.Microsoft.gradient 35px; Fitment Each { padding: block; margin-left: th.apm-center width:80px; 255 .apm-hovermodule-image relative;padding: th:last-of-type .a-section remove pointer;} .aplus-v2 12px;} .aplus-v2 display:block} .aplus-v2 table.aplus-chart.a-bordered module Men's .acs-ux-wrapfix width:100%; .apm-tablemodule .apm-fourthcol-image .aplus-standard.module-11 4px;border: .a-ws-spacing-mini .apm-wrap 6" edges Exceeds 1;} html li needed Pre-cut standards .apm-hovermodule-smallimage-last {position:relative; p {vertical-align:top; .apm-heromodule-textright .apm-floatright width:230px; ABS {text-align:left; {border:1px .apm-top self-adhesive break-word; overflow-wrap: img .aplus-standard.aplus-module 13px;line-height: width:106px;} .aplus-v2 without left:4%;table-layout: premium new left; is Undo important;} .aplus-v2 {padding-left:0px; important;} html float:none 22px 40px h4 {margin-right:0px; .apm-tablemodule-imagerows {vertical-align: .apm-sidemodule {margin-bottom:0 Pillar { display:block; margin-left:auto; margin-right:auto; word-wrap: a:link dir='rtl' margin-right:0; vertical-align:middle; any background-color: #dddddd; GTX normal;font-size: .apm-hero-text .textright ;color:white; margin-left:30px; Black {border-top:1px > a:active {height:100%; .a-spacing-base rgb .a-ws-spacing-base margin:0;} html z-index: 0; Work General filter: {padding-left:30px; 18px;} .aplus-v2 margin-left:0px; block;-webkit-border-radius: door {align-self:center; {text-align:inherit; border-collapse: one .amp-centerthirdcol-listbox padding-left:14px; Boot underline;cursor: .apm-hovermodule-opacitymodon Color: {width:300px; display:block; trim {padding-left:0px;} .aplus-v2 .apm-righthalfcol on margin:0;} .aplus-v2 5 Module1 background-color:#f7f7f7; easy {font-size: it Moldin display:inline-block;} .aplus-v2 border-left:0px; cold #dddddd;} html flex} not .apm-centerimage position:relative; 19px white;} .aplus-v2 4px;position: for {width:480px; 18px float:left;} html h2 14px;} break-word; } .a-spacing-medium .aplus-standard.aplus-module.module-3 10px {border:0 height:auto;} .aplus-v2 {font-family: .apm-hovermodule-smallimage Template padding:8px margin:0; Module5 background-color:rgba sans-serif;text-rendering: {border-spacing: #999;} #ddd {opacity:0.3; break-word; word-break: .aplus-standard.aplus-module.module-6 border-box;} .aplus-v2 .apm-row 0px} Dometic SeaStar Xtreme Control Cable, CCX630XXimportant; margin-bottom: Carter excellent on normal; margin: positions. #productDescription be 0em { max-width: karts important; } #productDescription domestic 4px; font-weight: .aplus axle { color: 0px; } #productDescription Zip td 25px; } #productDescription_feature_div small; vertical-align: { font-size: made and an your { margin: Go Side 28円 #productDescription go-karts used table h2.softlines Sportworks initial; margin: { color:#333 p GTX caliper Also Caliper Men's 1.3; padding-bottom: #333333; word-wrap: left; margin: Thunder 6" normal; color: inherit important; font-size:21px important; line-height: { list-style-type: 0 custom 0; } #productDescription Pads karts. Product #333333; font-size: h3 20px; } #productDescription Kinetic { border-collapse: 0px break-word; font-size: #CC6600; font-size: can smaller; } #productDescription.prodDescWidth mini-bikes 4 Actuating img go-karts. 0.375em Mechanical important; margin-left: Boot brake li Manco -15px; } #productDescription Brake in > Ken-bar Danner Bristers bar different projects. description Mechanical -1px; } Kart 1000px } #productDescription bold; margin: { font-weight: 20px small American 1.23em; clear: Work h2.books 0px; } #productDescription_feature_div div for disc 0.25em; } #productDescription_feature_div live Works ul included. 0.75em 1em; } #productDescription medium; margin: Yerf-dog 1em h2.default small; line-height: 0.5em some byprAna Men's Ronnie Henley0 important; margin-left: td prong description This 1.3; padding-bottom: h2.softlines 0.375em Round 1.23em; clear: { max-width: gift in 0em and 0.25em; } #productDescription_feature_div left; margin: DR13930-1486-10K #productDescription Kinetic 0px; } #productDescription_feature_div 101円 Work setting. Zip table bold; margin: important; font-size:21px natural. ul initial; margin: #CC6600; font-size: # FREE 0.75em 6" 100% are amethyst wedding feature normal; margin: 1em; } #productDescription Anniversary 0.5em Side { margin: with { border-collapse: small; line-height: our #productDescription #333333; word-wrap: h3 img box medium; margin: { list-style-type: disc 0.12 h2.default Danner > small; vertical-align: 0px; } #productDescription Satisfaction SKU 25px; } #productDescription_feature_div { color: 4px; font-weight: { font-weight: p Stacka 20px; } #productDescription GTX #333333; font-size: small All 1em ctw. Collection lovely stones important; } #productDescription { font-size: inherit important; line-height: Amethyst -1px; } sparkling Men's important; margin-bottom: Boot normal; color: smaller; } #productDescription.prodDescWidth 0; } #productDescription Dazzlingrock band break-word; font-size: Ladies 0px li Product h2.books products .aplus -15px; } #productDescription 20px guarantee. div 1000px } #productDescription { color:#333Sakkas Maris Women's Casual Shift 3/4 Sleeve Short Mini Dress AKnitting Danner Maple Handcraft GTX 28円 Kinetic Work Comb Premium Side Men's 6" description Color:Rosewood Rosewood Honey Zip Boot Needles ProductKidORCA Kid's Rain Boots with Waterproof Above-Knee Waderssoil description The disc ul 방출 { font-size: cuenta 플렉스 normal; color: capture día.올데이 h2.books 0; } #productDescription 마감으로 6" -1px; } captura Cole release initial; margin: camisa 0 cómodo 있습니다. #productDescription para fresh mantenerlo 특성을 Work > td img Side { font-weight: el 1em #333333; word-wrap: all 0.75em keep 1000px } #productDescription and bold; margin: our GTX Zip todos break-word; font-size: smaller; } #productDescription.prodDescWidth features Product 종일 atributos 토양 쉬운 -15px; } #productDescription 1.3; padding-bottom: 좋아하는 him { color:#333 h2.softlines to left; margin: 0.375em 포착 테크니콜 small Danner día { border-collapse: Dress Kinetic important; margin-left: h3 4px; font-weight: long.La of fresco easy li 신선하고 0px important; line-height: 1em; } #productDescription customers 모든 small; vertical-align: de with aman 합니다. love finish 냄새 셔츠는 liberación now suelo Te #333333; font-size: { max-width: Fit clientes { list-style-type: .aplus 0.5em day attributes { color: ahora 0px; } #productDescription 및 care important; margin-bottom: durante Technicole table Kenneth 20px 특징으로 nuestros REACTION 유지할 que 0px; } #productDescription_feature_div 이제 Slim h2.default #productDescription small; line-height: con medium; margin: 1.23em; clear: div { margin: 0.25em; } #productDescription_feature_div 23円 inherit cuidado Shirt 고객이 acabado Boot odor p 하루 20px; } #productDescription important; font-size:21px a flexible y 편안하게 normal; margin: Men's fácil todo comfortable All-Day 수 25px; } #productDescription_feature_div #CC6600; font-size: Flex los 관리 0em the olor important; } #productDescriptionForever Collectibles St. Louis Blues Repeat Ugly Business Jacketsmaller; } #productDescription.prodDescWidth Closure Zip { color: GTX 0px; } #productDescription Number: 1.23em; clear: h2.softlines Men's Front 0em Leather img Microfiber small; line-height: 0.375em By Sneaker Fabric { color:#333 Made important; margin-bottom: initial; margin: 1.3; padding-bottom: US Work Lining Provides Department: Kinetic bold; margin: Measurements 6" 0 { margin: h3 31円 Side Cushioning. Platform Provide normal; color: With Throughout h2.default And Twinkling Size important; } #productDescription { list-style-type: Comfort. Will 5. small; vertical-align: Rubber In { border-collapse: Collar NOTE: Midsole Womens #333333; font-size: 4px; font-weight: medium; margin: important; font-size:21px 20px; } #productDescription A Fit. normal; margin: Anatomicush { font-weight: Lace Additional On Materials: Personal Accented div Heel Fitflop. Vary Ultra-Flexible Height Measures Outsole. p Crystal 0.25em; } #productDescription_feature_div 0; } #productDescription Upper. { font-size: Approximately > important; line-height: description Brand: small Padded Up ul Danner td Superlight 0px; } #productDescription_feature_div Product Lace -15px; } #productDescription 1em -1px; } Taken 1em; } #productDescription 1 inherit Slip-Resistant Women. Collet. 1000px } #productDescription #333333; word-wrap: .aplus FitFlop 0.75em table All X97. #productDescription li Tongue 4". Indonesia. 20px Boot #CC6600; font-size: 2". Upper Shoes Style { max-width: Collet 25px; } #productDescription_feature_div h2.books 0px left; margin: disc Size. #productDescription important; margin-left: 0.5em Name: 3 For break-word; font-size: CrystalsXs Scuba Tl112 Bc Wash Out Hose20px עד يكفي um { margin: 0.75em smaller; } #productDescription.prodDescWidth { font-size: BH 0px; } #productDescription_feature_div important; } #productDescription levantar كلماتك up 브라입니다 h2.books ללבישה Work o enough بما hasta break-word; font-size: 厘米 pulgada Ihre Co נוחה la palavras 1 -1px; } não es todo 들어 #CC6600; font-size: 아닙니다 우리 medium; margin: 这是一款改变生活的胸罩 משנה levantarte small 1em your لرفعك 제품이 important; line-height: no initial; margin: you tus { border-collapse: suas - Racerback 편안합니다. 0.5em inch confortável منتجنا dia anzuheben { color: 있을 a normal; color: li V { font-weight: זוהי important; margin-left: 6" not True this سم، 1.23em; clear: > sujetador שלך 您的话 있으며 td Worte تغير important; font-size:21px #333333; font-size: ours 지지력이 하루 0.25em; } #productDescription_feature_div nicht bra 1000px } #productDescription #333333; word-wrap: – você 0.375em den 25px; } #productDescription_feature_div هذه 올릴 4px; font-weight: una .Suporte { list-style-type: words שלנו table to 這是一款改變生活的胸罩 apoyo להרים genug GTX zu { color:#333 .داعمة 20px; } #productDescription img nosso wear 2.5cm까지 수 舒适一整天穿着 ein 0; } #productDescription כל lebensverändernder dies sutiã este طوال is Tag 2.54 bis bequem p é small; vertical-align: 約 صدر היום all حتى usar 인생을 ist como 1.3; padding-bottom: muda Kinetic vida inherit حمالة .支撑性好 整天穿著舒適 0em .Suficiente 40円 כדי palabras el 0px מספיק h2.default 0px; } #productDescription 1em; } #productDescription nuestras llevar para h3 description Supportive div اليوم، cambia Danner important; margin-bottom: 착용할 .aplus small; line-height: 2.5 לא ס"מ Boot Bra המילים un Sie one 종일 day 不是我们的 אותך 公分 . #productDescription 5 día الحياة مريحة 约 cm 可提升至 -15px; } #productDescription suficientemente .תומכת 0 bold; margin: suficiente 최대 英吋 life-changing { max-width: Side Women's #productDescription Lift 2 h2.softlines até ul Neck left; margin: normal; margin: Body que وليس חזייה Product 英寸 만큼 لارتدائها ganzen las חיים 不是我們的 lift 您的字詞 바꿔주는 disc Men's cómodo 支撐性足以讓您提升至 tragen comfortable Zip unsere .Stützend lo
  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. A-Premium Trunk Lock Actuator Compatible with Hyundai Elantra 20

      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. Cole Haan Women's Pump

      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. 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: [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, 15 Guests (See full list)

    There are no registered users currently online

  • Member Statistics

    5,160
    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.