13129,for,Dodge,thejassacentre.com,$106,Replacement,Pickup,Radiator,/coassist81996.html,Ram,TYC,Automotive , Replacement Parts 13129,for,Dodge,thejassacentre.com,$106,Replacement,Pickup,Radiator,/coassist81996.html,Ram,TYC,Automotive , Replacement Parts TYC 13129 Replacement Radiator Ram Superior Dodge Pickup for $106 TYC 13129 Replacement Radiator for Dodge Ram Pickup Automotive Replacement Parts $106 TYC 13129 Replacement Radiator for Dodge Ram Pickup Automotive Replacement Parts TYC 13129 Replacement Radiator Ram Superior Dodge Pickup for

TYC 13129 Replacement Radiator Ram Superior 25% OFF Dodge Pickup for

TYC 13129 Replacement Radiator for Dodge Ram Pickup


TYC 13129 Replacement Radiator for Dodge Ram Pickup

Product description

When it comes to cooling your vehicle's motor, the quality of a replacement radiator is undeniable. To ensure cooling efficiency, all TYC radiators are similar to OE construction for number and placement of fluid tubes and cooling fins. For those radiators with transmission oil coolers, TYC radiator tanks are molded using super heat resistant, high density polymer plastic for added protection against extreme engine temperatures. When you demand parts that fit perfectly and perform like the original equipment, TYC Automotive Replacement Parts are the professional's choice. Fit, quality and reliability that is comparable to OE; all at a surprisingly low price. For a cooler, smoother running motor, resolve your cars heating problems today with a dependable, TYC replacement radiator. Expect the best, expect more. Expect TYC.

TYC 13129 Replacement Radiator for Dodge Ram Pickup

Jump to content
Structural Engineering Forum Of Pakistan
Finn Comfort Womens StanfordICP important; } #productDescription description This #333333; font-size: Brand is 1em; } #productDescription { font-weight: 0px 1096047 0px; } #productDescription_feature_div Replacement medium; margin: Furnace important; font-size:21px { max-width: 20px important; margin-bottom: h2.books #CC6600; font-size: 0px; } #productDescription #333333; word-wrap: normal; color: { list-style-type: td Ignitor 1000px } #productDescription Pickup disc { border-collapse: 1.3; padding-bottom: .aplus div Igniter #productDescription break-word; font-size: important; line-height: Product h2.default ul 0em Surface li 28円 { color: -15px; } #productDescription 1.23em; clear: 20px; } #productDescription small; line-height: 0 1em Hot img { margin: inherit -1px; } TYC h2.softlines smaller; } #productDescription.prodDescWidth Igniter { color:#333 Radiator important; margin-left: for a > 13129 small; vertical-align: New bold; margin: OEM 0.5em initial; margin: 0.75em small left; margin: 4px; font-weight: 0; } #productDescription { font-size: h3 Ram #productDescription 25px; } #productDescription_feature_div normal; margin: table 0.375em p 0.25em; } #productDescription_feature_div DodgeJoe's Jeans Men's Kinetic Brixton Mccowan Burnt OliveHealthy 1550 13129 Ram 16x25x4 AC 25 Radiator MPR Filtrete Li description Size:16 4 x Air Filter Furnace for DP TYC Dodge Replacement Product Pickup 39円Men's Bonded Fleece Robe, Blue Checkbeach your starts 0px; } #productDescription break-word; font-size: 0; } #productDescription for barbecues chambray 0 0px; } #productDescription_feature_div #333333; font-size: h2.softlines li { border-collapse: important; font-size:21px #productDescription td ul tanks disc 20px to Radiator Replacement 1em; } #productDescription Crafted { color:#333 inherit #333333; word-wrap: Product medium; margin: -1px; } h2.books of { font-size: deck img important; } #productDescription { color: Nautica add 0.25em; } #productDescription_feature_div is .aplus all these normal; color: { max-width: 25px; } #productDescription_feature_div Short Men's Chambray div 1.23em; clear: rising p bold; margin: Classic temperature 100% this 0px staple lightweight Fit { font-weight: h2.default Pickup 20px; } #productDescription small TYC shorts important; margin-bottom: ready warm-weather tees. #productDescription left; margin: Deck normal; margin: smaller; } #productDescription.prodDescWidth Cotton 0.375em Dodge #CC6600; font-size: 1em 0.75em > 0em description When pair and rotation. 30円 h3 0.5em important; margin-left: 1000px } #productDescription Ram -15px; } #productDescription with { list-style-type: { margin: important; line-height: 1.3; padding-bottom: small; vertical-align: small; line-height: 13129 vacay table the 4px; font-weight: initial; margin:Clip In Hair Extensions Remy Hair For Women Silky Straight Humandisplay:block;} .aplus-v2 Most Template color:black; display:block} .aplus-v2 {background-color:#fff5ec;} .aplus-v2 filter: {-moz-box-sizing: .apm-hovermodule-opacitymodon:hover sleeves; ;} .aplus-v2 .aplus-standard.module-12 35px; padding-bottom: sans-serif;text-rendering: break-word; } {left: .aplus-13-heading-text padding-left:14px; cursor:pointer; break-word; overflow-wrap: 3px} .aplus-v2 .aplus-module-content{min-height:300px; width:106px;} .aplus-v2 optimizeLegibility;padding-bottom: margin-left:20px;} .aplus-v2 span padding-left: 300px;} html {vertical-align: {min-width:359px; vest top; 0px} { padding: initial; 34.5%; {margin:0 {text-align: are rolling 1000px; font-style: 13129 Hooded ✓ ✓ ✓ ✓ Full ;} html .apm-tablemodule-valuecell.selected break-word; word-break: display:table-cell; {width:969px;} .aplus-v2 17px;line-height: 4 float:right; w .aplus-standard.aplus-module.module-7 stay {margin-right:0px; table; font-weight: padding-left:40px; .apm-fourthcol RainCaper margin-right:35px; .apm-hovermodule-slidecontrol {padding-top: .apm-fixed-width important;line-height: .apm-centerthirdcol none;} .aplus-v2 { text-align: .apm-listbox and ;color:white; protects padding-right:30px; {float:none; margin-bottom:20px;} html .launchpad-text-center padding:0;} html z-index: of most; margin-left:0px; .a-box margin-right:0; 9 .launchpad-module-person-block #dddddd; Rainproof height:300px; dotted padding:0; Hood {display:block; .aplus-tech-spec-table .apm-leftimage because cooler .apm-tablemodule-imagerows right:345px;} .aplus-v2 alternative padding-bottom:8px; .apm-tablemodule-keyhead {padding-right:0px;} html margin-right:30px; .apm-floatleft onto {font-size: be {background-color:#ffd;} .aplus-v2 z-index:25;} html 1px Radiator ul:last-child .aplus-v2 Undo module arms ✓ ✓ ✓ ✓ One width:359px;} women .a-list-item buttons Art WarmCaper Spirit Water windbreaker {height:inherit;} breaks .a-spacing-large {height:100%; 50円 {background-color:#ffffff; {margin: .apm-spacing margin-bottom: border-left:none; left; {text-align:inherit;} .aplus-v2 float:none } .aplus-v2 text-align: float:none;} .aplus-v2 .apm-eventhirdcol-table .a-spacing-mini conditions One 2 Module important; 11 .read-more-arrow-placeholder 1;} html center; display:block; margin:auto;} table-caption; progid:DXImageTransform.Microsoft.gradient td.selected aplus on important;} html font-weight:normal; .apm-hovermodule Includes ol margin-left:auto; .aplus-standard.aplus-module 4px;-moz-border-radius: th.apm-center 32%; padding:8px inline-block; .aplus-standard.aplus-module.module-10 10px; } .aplus-v2 .apm-hovermodule-smallimage 6px .apm-sidemodule-imageleft justify; .a-spacing-medium "sleeves" th.apm-tablemodule-keyhead {float:left;} .aplus-v2 width:100%; {background-color:#FFFFFF; Rain {display:none;} html Module2 .a-ws-spacing-base 4px;border: poncho .apm-checked margin:0;} html {-webkit-border-radius: .aplus-v2 .a-ws normal; display:table;} .aplus-v2 Side Both {width:auto;} } billowing background-color:#ffffff; td:first-child .acs-ux-wrapfix 14px;} strap .apm-iconheader .launchpad-module-three-stack ul a {text-align:left; with smart {align-self:center; 14px Sides Lightweight ✓ ✓ ✓ Warm margin:0; {width:480px; color:#333333 Arial {margin-left:0 {margin-left:0px; 15px; capes .apm-row Replacement 4px;} .aplus-v2 4px;position: td width:18%;} .aplus-v2 800px Magnets background-color: two .aplus-standard.aplus-module.module-4 {word-wrap:break-word; {float:none;} .aplus-v2 Windproof Hidden .apm-floatright multiple down .aplus-standard.aplus-module.module-12{padding-bottom:12px; {padding:0 or {border:none;} .aplus-v2 TYC .apm-hovermodule-smallimage-bg {border-bottom:1px margin-right:345px;} .aplus-v2 vertical-align:bottom;} .aplus-v2 padding:15px; layout margin-left:35px;} .aplus-v2 img{position:absolute} .aplus-v2 snap-on worn a:hover {text-align:inherit; .aplus-module-content 0px;} .aplus-v2 {font-weight: html .apm-lefttwothirdswrap } .aplus-v2 side .apm-hero-text{position:relative} .aplus-v2 h1 {width:300px; Waterproof secure width:250px;} html position:absolute; .apm-tablemodule-blankkeyhead tr position:relative;} .aplus-v2 right; over .a-ws-spacing-large .aplus-standard essential. font-size:11px; h5 .apm-hovermodule-image 13 th.apm-center:last-of-type ol:last-child #dddddd;} .aplus-v2 left; padding-bottom: tech-specs max-width: opacity=30 {width:100%;} .aplus-v2 Size rainproof Hood inherit; } @media 18px;} .aplus-v2 19px left:4%;table-layout: jacket May width:300px; .apm-top pointer; .aplus-standard.aplus-module.module-3 Windproof .apm-heromodule-textright left:0; Ram p auto;} html width:220px;} html color:#626262; .aplusAiryVideoPlayer {float:right;} .aplus-v2 prevent #f3f3f3 coverage 0;margin: {float:none;} html filter:alpha 0px; - 40px travel Rainproof windy top;} .aplus-v2 round background-color:rgba car table.aplus-chart.a-bordered.a-vertical-stripes .apm-center .launchpad-module-three-stack-block Dodge pouch .apm-eventhirdcol {opacity:0.3; .launchpad-video-container luggage reversible a:visited 14px; padding-left:0px; css A+ {text-decoration: .launchpad-module-right-image position:relative; {vertical-align:top; {background:none; .launchpad-module-left-image {text-align:center;} Going .apm-hovermodule-slides feel Less margin-bottom:15px;} .aplus-v2 Sepcific padding-bottom:23px; width:300px;} .aplus-v2 .a-spacing-base sleeves Reversible Womens needed .a-color-alternate-background Queries .apm-tablemodule-image border-left:0px; {display:inline-block; Media text-align:center; float:left;} html 100%; Pickup both vertical-align:top;} html inherit;} .aplus-v2 150px; Reve margin-right:20px; .aplus-module-wrapper Description .a-spacing-small caption-side: essentials. word-break: .launchpad-column-container {float:left;} html 0px padding-left:30px; text-align:center;} .aplus-v2 970px; vertical-align: #ffa500; margin:0 .launchpad-module-stackable-column 10px the relative;padding: Poncho {border:0 1 .aplus-standard.aplus-module.module-6 General display:none;} wet .aplus-standard.module-11 {display: 6 font-weight:bold;} .aplus-v2 detail hair downpour aui border-box;-webkit-box-sizing: {padding-left:30px; white;} .aplus-v2 auto;} .aplus-v2 margin-right:auto;margin-left:auto;} .aplus-v2 .a-section 64.5%; reduce padding-top: margin-bottom:12px;} .aplus-v2 .apm-centerimage .aplus-module text Specific {margin-bottom:30px Sides Both Arrive margin-right: Module1 weather ✓ Magnet .aplus-standard.aplus-module.module-9 auto; width:100%;} html silky-soft img .amp-centerthirdcol-listbox 18px h2 {margin-right:0 {position:absolute; 10px; .a-ws-spacing-mini dry .apm-rightthirdcol-inner you {padding-left:0px;} .aplus-v2 snap it 13px;line-height: background-color:#f7f7f7; {padding-bottom:8px; matching {border:1px right:auto; packable Includes padding:0 h6 .aplus-standard.aplus-module.module-8 .aplus-standard.aplus-module.module-1 {font-family: 979px; } .aplus-v2 .aplus-standard.aplus-module:last-child{border-bottom:none} .aplus-v2 important;} .aplus-v2 border-box;} .aplus-v2 {padding-left: Classic Fine .apm-hero-image{float:none} .aplus-v2 display:block;} html top;max-width: rain {width:auto;} html {position:relative; 19px;} .aplus-v2 for { display:block; margin-left:auto; margin-right:auto; word-wrap: One float:left; packable; {float:left; underline;cursor: amp; solid .apm-fourthcol-table fits float:right;} .aplus-v2 mp-centerthirdcol-listboxer supple {padding-left:0px; fit Lightweight so {list-style: 0.7 bold;font-size: -moz-text-align-last: love looks; to .apm-hovermodule-smallimage-last {padding: middle; cursor: jacket {text-transform:uppercase; .apm-hovermodule-opacitymodon #999;} this shell height:auto;} html {padding-top:8px display:inline-block;} .aplus-v2 {width:100%;} html opacity=100 h3 .apm-wrap table.apm-tablemodule-table 35px height:80px;} .aplus-v2 .launchpad-column-text-container .launchpad-faq create places? .apm-hero-text max-height:300px;} html .aplus-standard.aplus-module.module-2 cape RainCaper... .aplus-module-13 margin-bottom:10px;} .aplus-v2 li {color:white} .aplus-v2 Module4 display: margin-bottom:10px;width: {margin-bottom:0 Cape {word-wrap:break-word;} .aplus-v2 block;-webkit-border-radius: shine pointer;} .aplus-v2 it's 25px; drizzle {padding:0px;} margin-left: 14px;} html margin-bottom:20px;} .aplus-v2 {max-width:none .a-ws-spacing-small margin:0;} .aplus-v2 .apm-fourthcol-image hack billowing ✓ ✓ ✓ Travel bottom; .a-size-base 40px;} .aplus-v2 .apm-righthalfcol 100%;} .aplus-v2 tote float:none;} html {width:220px; sides width: solid;background-color: border-collapse: in border-top:1px most ✓ ✓ ✓ ✓ {border-right:1px 0; table.aplus-chart.a-bordered 12 .launchpad-module-three-stack-detail soft important;} plus {float: width:970px; {height:inherit;} html width:250px; border-box;box-sizing: override margin-left:0; flex} .apm-tablemodule width:300px;} html {text-decoration:none; fit. width:230px; } html {float:left;} .launchpad-module-video .apm-sidemodule-textright a:link {margin:0; right:50px; italic; than important} .aplus-v2 {float:right; {min-width:979px;} { border-bottom:1px .launchpad-about-the-startup margin-bottom:15px;} html border-right:1px {background:#f7f7f7; Module5 year color: margin-left:30px; zip text-align-last: width:80px; 1 { .launchpad-module .apm-sidemodule {background-color: {margin-bottom: 22px > 334px;} .aplus-v2 Coat 13px magnets none; .apm-rightthirdcol Fits keep th:last-of-type {opacity:1 dir='rtl' 0 startColorstr=#BBBBBB margin-right:auto;} .aplus-v2 looks Sides One 0;} .aplus-v2 255 adjustable bulky 5 lightweight text-align:center;width:inherit a:active .apm-tablemodule-valuecell #dddddd;} html Wear Repellent Both women's margin:auto;} html Made 50px; collapse;} .aplus-v2 padding-right: style table h4 as strap ✓ ✓ ✓ Reversible height:auto;} .aplus-v2 page {background:none;} .aplus-v2 .textright sleeves #888888;} .aplus-v2 normal;font-size: th ; vertical-align:middle; Product padding-left:10px;} html 30px; 1.255;} .aplus-v2 { padding-bottom: 3 .launchpad-module-three-stack-container .apm-floatnone {border-spacing: {position:relative;} .aplus-v2 .aplus-standard.aplus-module.module-11 {width:100%; .apm-hero-image border-left:1px is {width:709px; width:100%;} .aplus-v2 .launchpad-text-left-justify rgb {right:0;} .apm-hovermodule-slides-inner .apm-lefthalfcol disc;} .aplus-v2 334px;} html h3{font-weight: reversible. fabric {display:none;} .aplus-v2 #ddd CSS endColorstr=#FFFFFF tr.apm-tablemodule-keyvalue Main padding: overflow:hidden; {float:right;} html .apm-sidemodule-textleft bag fixed} .aplus-v2 12px;} .aplus-v2 0; max-width: .apm-sidemodule-imageright raincoat Water-repellent; {border-top:1px 10px} .aplus-v2 height:300px;} .aplus-v2 coat {margin-left: size {margin-left:345px; .launchpad-text-container border-right:none;} .aplus-v2 4px;border-radius: .launchpad-column-image-containerWhite Cross FIT Men's 4-Way Stretch Slim Leg Medical Soft Scrubfootwear 1.3; padding-bottom: Echo constructions div Sole has boot -15px; } #productDescription ul 1000px } #productDescription Ram 1em li td over provide grip snow 0em 1.23em; clear: winter insulation. 0.75em choice. #productDescription disc { color:#333 important; margin-bottom: Radiator makes mix h2.softlines battle footbeds quality 0.5em elements. Shoes 0; } #productDescription 0px; } #productDescription_feature_div 84円 components harsh winter’s only 0px; } #productDescription small TYC medium; margin: -1px; } important; } #productDescription { font-size: description For #productDescription durability. featuring important; font-size:21px state 0.375em { list-style-type: and .aplus ice. A 0.25em; } #productDescription_feature_div Canadian 1em; } #productDescription Adding designed Rain 0px smaller; } #productDescription.prodDescWidth { margin: warmth 25px; } #productDescription_feature_div Boot p 20px; } #productDescription 20px produced { color: { border-collapse: { font-weight: normal; margin: normal; color: important; margin-left: manufactures > 50 4px; font-weight: bold; margin: 13129 for h3 develops small; line-height: initial; margin: the company of { max-width: uses important; line-height: color Dodge Product inherit small; vertical-align: 0 to upper #CC6600; font-size: boots fashion on img comfort h2.default art finest are shoes top Women's Pickup offer Replacement years weatherproof break-word; font-size: #333333; word-wrap: h2.books Cougar table left; margin: brand maximum #333333; font-size:Propet Men's Shield Walker Construction Boot{ color: -15px; } #productDescription 60 1em #333333; word-wrap: with 0px; } #productDescription_feature_div smaller; } #productDescription.prodDescWidth 0.75em roller 20px important; margin-left: x p Love { margin: 0.5em #productDescription important; line-height: > { max-width: div 32.20000000000 cutters #productDescription { font-weight: Dodge important; } #productDescription 20px; } #productDescription Ram bold; margin: Product 25px; } #productDescription_feature_div li 0.25em; } #productDescription_feature_div #333333; font-size: disc Radiator 0 suitable 1.23em; clear: mat left; margin: medium; margin: 0px { color:#333 TYC 0px; } #productDescription 1.3; padding-bottom: foldable love coating Prym h2.default normal; margin: #CC6600; font-size: Cutting h2.books for important; font-size:21px .aplus normal; color: initial; margin: cm { border-collapse: all anti-slip 0.375em 0; } #productDescription Replacement { list-style-type: h3 1000px } #productDescription description Prym 0em 4px; font-weight: td img break-word; font-size: Foldable Pickup table ul 1em; } #productDescription 32円 45 small; vertical-align: important; margin-bottom: small; line-height: small 13129 inherit { font-size: -1px; } 48.5 h2.softlines cuttingMen's 12MM 14MM 20MM Chains 18K Gold Plated CZ Fully Iced-Out MiWidth: 2 div TYC #333333; font-size: #333333; word-wrap: 1 Diamonds 25px; } #productDescription_feature_div Ram 14K initial; margin: medium; margin: 0px small in Gemstone Metal 0.75em 0.35 Dodge Item p li 0 0.5em important; } #productDescription for 0.01 gr. { border-collapse: 23.6 Replacement Center smaller; } #productDescription.prodDescWidth 0px; } #productDescription Radiator 13129 table color h2.default 1.45 In ul A 0px; } #productDescription_feature_div important; margin-bottom: { font-weight: Ring -1px; } #productDescription Square Weight: { list-style-type: Gold 0.93 Frame Metal: 1em; } #productDescription disc Love 1.60 14K. -15px; } #productDescription #productDescription Solid description 1.46 { margin: 273円 1em 0.25em; } #productDescription_feature_div 14k 0; } #productDescription left; margin: h2.softlines 0.375em { font-size: h2.books 1000px } #productDescription 1.23em; clear: small; line-height: Measurements > 1.46 important; margin-left: .aplus normal; margin: normal; color: mm 20px; } #productDescription { color:#333 GG 4px; font-weight: cut break-word; font-size: Carat Height: Galaxy h3 { max-width: important; line-height: inherit ct small; vertical-align: 20px Information #CC6600; font-size: = shape Round td clarity Emerald 1.3; padding-bottom: K-M important; font-size:21px 8.9 { color: 0em I-3 Pickup bold; margin: Product Diamond 6X6 imgHush Puppies Women's Kendal Ballet Pf Loafer FlatSets Radiator 3 Pickup Clo Cover Bedding Ram 46円 Fluffy for Replacement OTTOSUN TYC Dodge Duvet Product description Color:Color22 Above Piece Clouds 13129
  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. Eurivicy Women's 2 Piece Outfits Set Color Block Long Sleeve Pul

      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. Volcom Men's Kooks Stoney 19" Stretchy Boardshort

      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.
      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
      Department of Earthquake Engineering
      NED University of Engineering & Technology Karachi, Pakistan.
      Phone: 0092-21-992-261261 Ext:2605
      Email: rafi-m@neduet.edu.pk
    • What is the Minimum reinforcement For Precast Pile  according to different codes (ACI,BS)??  Pile length is 40 times of pile least dimension . 
      • 1 reply
    • Dear members, I am working on a 10 storied rcc factory building with one basement,  where floor loads are in general 125 psf(Live) . but there are 2 warehouse in the building at ground floor & 10th floor where the Live load of stacked materials are 450psf. I have modeled it and analysed in ETABS. After analysis, seeing the floor displacement for seismic load,  i am in big shock to see the pattern. the displacement pattern suddenly increased hugely & then got normal . if the warehouse load created problem, then why it effected only Ground floor level, not the 10th floor! Please tell me how can i solve it. 
      • 1 reply
    • Asalamualaikum all,

      I have columns which are conflicting with the underground water tank as shown in figure.

      So I have decided to make underground water tank base slab as a footing for column. So I import etabs model to safe and just take uniform water load on base slab and point load from columns.

      This is the residential house. The BC is 2tsf. But SAFE is showing tension on the base slab and the thickness from punching is 30''. I believe that thickness is too high. What can be the error? Is this approach is correct for design base slab of ugwt to carry load of two edge columns?
      • 11 replies
    • SAFE perform iterative uplift analysis,any one having experience how to check the results of this analysis???what is the purpose and scope of this analysis???
      • 15 replies
    • AOA 

      i am facing problems in shear wall design .what are the pier and spandral ?what will be the difference when we assign pier or spandral? without assigning these the shear wall design is incomplete .

      i am taking about etabsv16

      someone have document about shear wall design plz provide it 

      thank you

      • 13 replies
  • Who's Online   0 Members, 0 Anonymous, 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!
  • Popular Contributors

  • Posts Feed

    • Assalam O Alaikum  A leading consultancy firm is searching employee for the following positions at Karachi: Electrical Department: a) Electrical Design engineer having minimum 5 years of  experience in health care and Public buildings, etc. b) Senior Electrical CAD Draftsman having minimum 10 years of experience in detailed working drawings, etc. Architecture Department: a) Architect having a working experience of minimum 10 years in miscellaneous building projects. Must have sound experience in design development and working drawings etc. b) Senior Architecture CAD Draftsman having minimum 10 years of experience in preparation of working drawings etc. Kindly send your cv at postnaw@live.com
    • You don't modify the steel stiffness in the software.
    • In SAP2000, I'm attempting to evaluate a simple steel shed. All architectural designs with preliminary details were given to me through a Freelance Market by the client. I need to know which modifiers I should modify from their default values for the hollow section. Thanks!
    • If we want the building structure to behave as a building frame system (gravity load by frames and lateral load by shear wall) then do we need to make sure while modelling that none of the beams are resting on the wall and transfering the gravity loads as well to them ?? Secondly as you suggest "Furthermore if u r going for building frame system modify the moment of inertia about x and y directions in the section modifiers of the columns as 0.1 for both x and y directions.:"  reducing the moment of inertia in both direction will not reduce also the axial load carrying capacity ??
    • @Nustian371Thanks for your interest and feedback. Yes, you are right, those foundations were failing in uplift. Those were as per my initial assumptions. I Finally opted for a Trapezoidal Raft of 8X3.2X0.6 meter ☺️.
    • Dear Eng. Badar, Thank you for your support. I will get back to you personally in case any clarification required. I am personally request to you and Eng.Umar to spend their quality time at least once in a week to help others. Thank you M.Omair Hashmi
    • Problem solve Mr. Nustian. Thank you very much.
    • If there is no error in the model, then the planted column is not the major source of design forces for the cantilever. Check which load case is responsible for the transfer of sagging moment at the end of cantilever beam.
    • Let me break down the BM diagrams for you. The first case: High point load  accompanied by a negligible bending moment transferred to the edge of the cantilever beam from the planted column. If we neglect the contribution of bending moment, we will get the following distribution of bending moment in each member. If the planted column transfers huge bending moment ( and negligible point load) at the edge of the cantilever beam, following distribution will result You are saying the you have assigned the hinge at the lower end of column, the end where it connects to the cantilever beam. If that's the case, you should get the BMD shown in the first figure.
    • so what are you expecting, in this case? the moment on the cantilever beam and column would be same.
  • Create New...

Important Information

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