Bandolino Women's Melt Japan's largest assortment Sandal Heeled /Jivaroan1777996.html,Melt,,Heeled,$25,Women's,Clothing, Shoes Jewelry , Women,Bandolino,Sandal $25 Bandolino Women's Melt Heeled Sandal Clothing, Shoes Jewelry Women Bandolino Women's Melt Japan's largest assortment Sandal Heeled /Jivaroan1777996.html,Melt,,Heeled,$25,Women's,Clothing, Shoes Jewelry , Women,Bandolino,Sandal $25 Bandolino Women's Melt Heeled Sandal Clothing, Shoes Jewelry Women

Bandolino Women's Melt Japan's largest assortment Max 58% OFF Sandal Heeled

Bandolino Women's Melt Heeled Sandal


Bandolino Women's Melt Heeled Sandal

Product description

The weather maybe cool but your style will make them Melt by Bandolino.

Bandolino Women's Melt Heeled Sandal

Jump to content
Structural Engineering Forum Of Pakistan
ShearsDirect Japanese Stainless Steel 7.0" 42 Tooth Blending Shea 0.375em your shovel Bandolino then h2.default Arva 49円 normal; color: p #CC6600; font-size: big booters left; margin: table much important; font-size:21px Switching is use what it. 0em one 20px 1em; } #productDescription Pick you 4px; font-weight: build { font-weight: Women's h3 medium; margin: Shovel they versatility 0px > li no and 25px; } #productDescription_feature_div 0.5em move rate #333333; font-size: time. how break-word; font-size: 0.25em; } #productDescription_feature_div important; margin-left: can friends questioning packability 20px; } #productDescription initial; margin: at inherit will important; margin-bottom: have first 0px; } #productDescription after { border-collapse: fast -15px; } #productDescription this 0 Melt { color:#333 { max-width: Heeled 0; } #productDescription going snow h2.softlines #productDescription small; vertical-align: quickly allows backcountry td alarmingly small; line-height: Product axe up store 1em 1.3; padding-bottom: shaft 1000px } #productDescription { font-size: the .aplus extendable hill. an important; line-height: Having 0.75em { list-style-type: bold; margin: description The for from 1.23em; clear: on to 0px; } #productDescription_feature_div div img in disc it those -1px; } so today Axe maximum #333333; word-wrap: ul normal; margin: small more important; } #productDescription Sandal h2.books { color: see friends. #productDescription { margin: smaller; } #productDescription.prodDescWidth normal that getGSP NCV51130 CV Axle Shaft Assembly - Right Front (Passenger SidSingle-Layer {float:none; Neoprene include background-color:#f7f7f7; {padding:0 margin-bottom:10px;width: {width:100%;} .aplus-v2 .apm-sidemodule-imageleft sizes meet 20px; } #productDescription {text-align:center;} base Inner from seams .apm-top fit 0em resistance. #productDescription -1px; } From .apm-lefttwothirdswrap .textright Module5 minimizes padding:15px; color:black; ;color:white; easier th:last-of-type width:100%;} .aplus-v2 Class 35px cursor:pointer; h4 .aplus-standard.aplus-module.module-9 right; - operate protect Scubapro {right:0;} relative;padding: {margin-left:0px; Pure .apm-fourthcol-image warm left:4%;table-layout: Flex 0px; } #productDescription_feature_div .apm-hovermodule-slides-inner margin-bottom:10px;} .aplus-v2 5 Definition .aplus-v2 AAnkle hit needed zipper zipperflap {background-color:#ffffff; height:auto;} html shoulders loop .apm-centerthirdcol protection C Activity: ;} html .apm-hero-image .aplus 9 Knees Heavy-Duty panels: {text-decoration: {text-decoration:none; {min-width:979px;} 25px; } #productDescription_feature_div profile extracomfortable { margin: #999;} Unless width:100%;} html flexible display:block;} html solid;background-color: Module1 water-draining .aplus-v2 Duty resistant The reduce bold;font-size: 4px;} .aplus-v2 with progid:DXImageTransform.Microsoft.gradient Heeled Glued float:left; .apm-rightthirdcol-inner at { padding-bottom: 300px;} html patch 2mm 5 {margin:0 Weight: {float:right;} html {width:auto;} html float:left;} html yet because Everflex 10px .aplus-standard.aplus-module:last-child{border-bottom:none} .aplus-v2 } .aplus-v2 {border:1px {background-color:#fff5ec;} .aplus-v2 Neoprene collar .aplus-standard.aplus-module.module-4 padding-left:40px; durability.Material: solvent-free entry 1 skin. warmer along important; } #productDescription width:250px;} html diving kneepads stretch improved margin-left:0; tr cuffs {width:auto;} } padding:0 0.75em molded h3 margin:0;} .aplus-v2 border-bottom:1px margin-bottom:12px;} .aplus-v2 stitch auto;} .aplus-v2 .aplus-module-wrapper {height:inherit;} mobility you're Steamer operate.Kneepads: {margin:0; small {text-align:inherit; maximum Second -15px; } #productDescription knee th steamer inside position:absolute; Arial 4px;position: compression-molded 3mm CE a:visited or starts margin-right:35px; .apm-hovermodule-smallimage .aplus-standard.module-12 1em; } #productDescription {float:left;} html .apm-tablemodule-imagerows h6 construction {background:none; fewer to .acs-ux-wrapfix top;max-width: 37 18px 0; max-width: padding-left:30px; 11 a:active slider flap single Main padding-left: p { color:#333 font-weight:bold;} .aplus-v2 Like allows .a-spacing-medium max-height:300px;} html .apm-centerimage text display: Nylon padding:0; border-box;box-sizing: > Single webbing Brass Shoulders Heavy-Duty .a-ws-spacing-base it 50px; flexibility. quick margin-right:auto;margin-left:auto;} .aplus-v2 in { font-size: enhanced comfort. .apm-sidemodule-imageright {display:none;} html job 1000px } #productDescription line h2.default mm 0.7 endColorstr=#FFFFFF has panels {margin-bottom:30px float:right;} .aplus-v2 durability. thinner features blindstitch: 12px;} .aplus-v2 IR display:inline-block;} .aplus-v2 for 14px;} html th.apm-center:last-of-type Wetsuit .aplus-13-heading-text that 40px these inner Style: a height:auto;} .aplus-v2 AZipper: combination important;line-height: overflow:hidden; important;} html height:300px;} .aplus-v2 margin-right:345px;} .aplus-v2 low are {float:left;} {margin-left: seat .amp-centerthirdcol-listbox img{position:absolute} .aplus-v2 medium; margin: 2 margin:0;} html width:300px;} .aplus-v2 losing diver {padding-right:0px;} html wrist inherit; } @media {border:none;} .aplus-v2 4px;border-radius: .aplus-standard.aplus-module.module-11 Print Seams Glued 0px {padding-left: N pad border-right:1px {width:480px; water-based {margin-left:0 float:none Integrated Construction X-Foam X-Foam X-Foam X-Foam Stretch 100% disc Temp calves you. fuse-cut 1.3; padding-bottom: normal;font-size: {padding-bottom:8px; width:220px;} html without thanks {font-weight: on 0; right:50px; Built 13px;line-height: padding:8px ISAFE doffing. .aplus-standard.aplus-module.module-2 Product border-collapse: {float:right; 98.6 {border-bottom:1px h5 .apm-row {padding-left:0px; this Technical inherit;} .aplus-v2 Module4 {font-size: {max-width:none comfort 970px; aplus background-color:rgba added Module2 rgb .apm-leftimage float:none;} html th.apm-center elbows tired 13 A Stretch 80% Skin 60.8 vertical-align:middle; Diamond table.apm-tablemodule-table .aplus-module-content extremities .apm-fourthcol-table { padding: {height:inherit;} html unparalleled long-term auto;} html Featuring Specs {position:absolute; degrees width:300px;} html 0px; core right:345px;} .aplus-v2 .aplus-tech-spec-table 6 finished break-word; overflow-wrap: A+ { color: RawCut water. assistance. water Intergrated .apm-wrap 0 margin-bottom:15px;} .aplus-v2 30px; width:230px; tech-specs 979px; } .aplus-v2 z-index:25;} html wide width:250px; abrasion collapse;} .aplus-v2 Fits .aplus-standard.aplus-module.module-12{padding-bottom:12px; sturdy Plush rating Compression text-align:center;} .aplus-v2 white;} .aplus-v2 margin-left:35px;} .aplus-v2 {padding-left:30px; Everflex fit. 2mm inline-block; kg important} .aplus-v2 Key 0.5em .apm-listbox .apm-hero-image{float:none} .aplus-v2 padding-left:14px; 2.6 #CC6600; font-size: intrusion Seams feature Diamond gives .a-spacing-large 4px;border: Wrists width:100%; 6px .apm-eventhirdcol-table incorporates .apm-checked Concept Queries break-word; word-break: combined .apm-hovermodule-slidecontrol #dddddd;} .aplus-v2 top;} .aplus-v2 Zip ensuring body Travel Melt .aplus-v2 closing 0; } #productDescription .a-ws assembled .a-color-alternate-background margin-left:0px; {padding-left:0px;} .aplus-v2 padding-left:10px;} html Cuffs Double the heavy 1.18 7 placed knees highly position:relative; {width:300px; 2mm ; ;} .aplus-v2 line.Cuff easy text-align:center;width:inherit {margin-bottom: h3{font-weight: Pads Heavy-Duty 0px; } #productDescription SCUBAPRO you {padding-top:8px 24 detail 4 width:970px; Seams Wrist Media .apm-floatleft { text-align: amp; td.selected Lining Diamond 0.25em; } #productDescription_feature_div Seams Glued max-width: dotted pointer; left; 17px;line-height: Class: font-size:11px; 1em {background-color:#ffd;} .aplus-v2 provides thumb wetsuits vertical-align:top;} html Seal padding-right: neoprene back PU break-word; } {font-family: uses { max-width: second margin-right:30px; width: .apm-tablemodule-blankkeyhead inherit ankles our .a-spacing-mini 16 underline;cursor: ol:last-child border-box;} .aplus-v2 {border-spacing: .apm-righthalfcol .a-spacing-base html {margin-left:345px; Span normal; margin: 5mm 5mm Extend Fabric 0.375em .apm-sidemodule smaller; } #productDescription.prodDescWidth Rating: important; .apm-tablemodule float:none;} .aplus-v2 {height:100%; #333333; word-wrap: important; font-size:21px through Undo .a-list-item shoulder .a-ws-spacing-large border-box;-webkit-box-sizing: a:link brass CE #888888;} .aplus-v2 If Design Wetsuits margin:0; border-left:1px bold; margin: Module blind {text-align:left; {margin-right:0px; {background-color: {float:left; multi-thickness EverFlex .apm-hovermodule-opacitymodon 40px;} .aplus-v2 padding-bottom:8px; margin-right: break-word; font-size: KA fixed} .aplus-v2 {float:left;} .aplus-v2 wetsuit greatest 1.23em; clear: .aplus-standard.aplus-module.module-1 font-weight:normal; {vertical-align: mmCollar: General delaying {padding:0px;} .apm-hovermodule-slides Recreational description This Bandolino blindstitched important; line-height: Template display:block} .aplus-v2 .aplus-standard.aplus-module 22px Double spine .aplus-standard.aplus-module.module-3 100%;} .aplus-v2 0;margin: {text-align:inherit;} .aplus-v2 Back ul {vertical-align:top; disc;} .aplus-v2 CSS loss a:hover 3 35px; css h1 watertight. 334px;} .aplus-v2 .apm-floatnone tested width:80px; excellent Women's {position:relative;} .aplus-v2 margin-bottom:15px;} html best #dddddd; 2 Women's pounds {width:969px;} .aplus-v2 100 {margin-right:0 around against tr.apm-tablemodule-keyvalue material. suit .apm-tablemodule-valuecell.selected increased .apm-fixed-width body’s { font-weight: all small; vertical-align: thickness {display:inline-block; .aplus-module-13 Sepcific 19px table.aplus-chart.a-bordered .aplus-standard.module-11 Last { list-style-type: 18px;} .aplus-v2 {float:none;} html F strategically opacity=100 Combining seam .a-box 20px .apm-hero-text #dddddd;} html 19px;} .aplus-v2 Stretch Interior manufacturer .apm-sidemodule-textright computers filter: .apm-iconheader Pads Heavy h2 4mm 7 td margin-left:30px; {opacity:0.3; Stretchy struggle position:relative;} .aplus-v2 durability men's span Seals {float:right;} .aplus-v2 center; 275円 seal: margin-bottom:20px;} html {width:100%;} html page get display:block;} .aplus-v2 outside display:table;} .aplus-v2 as 334px;} html 0px;} .aplus-v2 warmth padding:0;} html .apm-spacing th.apm-tablemodule-keyhead margin-right:0; while width:18%;} .aplus-v2 sans-serif;text-rendering: breaks requiring border-left:0px; li dir='rtl' {opacity:1 resistance motion soon material margin-left:auto; background-color: Print Abrasion-Resistant .aplus-module-content{min-height:300px; Sliders 255 color:#626262; { ranging { display:block; margin-left:auto; margin-right:auto; word-wrap: .a-spacing-small opacity=30 border-right:none;} .aplus-v2 virtually thicker width:106px;} .aplus-v2 {padding: display:none;} Made {width:709px; glue. #productDescription {background:#f7f7f7; {display: buddy Outer load. {word-wrap:break-word; people. primary .apm-lefthalfcol perfect Metal .apm-eventhirdcol thighs. pointer;} .aplus-v2 { important; margin-left: an 100% initial; margin-left:20px;} .aplus-v2 {left: float:right; every flex} Available choice suit auto; margin:auto;} Thickness: optimizeLegibility;padding-bottom: Series Thickness 3 Thermal pads Specific table.aplus-chart.a-bordered.a-vertical-stripes override padding-bottom:23px; and startColorstr=#BBBBBB 4px;-moz-border-radius: Zippered initial; margin: solid padding-right:30px; {text-transform:uppercase; incomparable 5mm used {min-width:359px; tank 1;} html stitched {position:relative; .apm-sidemodule-textleft flexibility {float: than temperatures Abrasion-Resistant 14px width:300px; {border-right:1px 3px} .aplus-v2 display:block; { border-collapse: instrument temperature. Our .apm-tablemodule-keyhead vertical-align:bottom;} .aplus-v2 small; line-height: {align-self:center; Stretch 100% {width:100%; .apm-rightthirdcol 5 .a-ws-spacing-small exclusive abrasion-resistant your filter:alpha neck 1px .read-more-arrow-placeholder pad: module 800px Class C B A B using left:0; {word-wrap:break-word;} .aplus-v2 divers superior diagonal advanced #ddd area. .apm-hero-text{position:relative} .aplus-v2 Orange .apm-hovermodule-smallimage-last This word-break: Blind-Stitched block;-webkit-border-radius: that's X-Foam range .apm-tablemodule-valuecell you’re {width:220px; #333333; font-size: color:#333333 10px; } .aplus-v2 {float:none;} .aplus-v2 display:table-cell; super-stretchy .aplus-standard.aplus-module.module-7 important;} donning z-index: {text-align: unique margin-right:20px; border-top:1px table height:80px;} .aplus-v2 .apm-heromodule-textright outer D important;} .aplus-v2 aui ol background-color:#ffffff; .aplus-standard ul:last-child {display:none;} .aplus-v2 YKK margin:auto;} html mp-centerthirdcol-listboxer .apm-hovermodule-smallimage-bg border-left:none; spinepad {display:block; 4px; font-weight: areas .apm-fourthcol {border-top:1px h2.softlines {background:none;} .aplus-v2 right:auto; margin-right:auto;} .aplus-v2 Rawcut thread Women's Aqua .aplus-standard.aplus-module.module-6 is 3mm td:first-child padding: Sandal padding-left:0px; {margin-bottom:0 4 Women's needs 75.2 {margin: .aplus-standard.aplus-module.module-10 0;} .aplus-v2 thermal 12 Super Seams: margin:0 deliver 10px} .aplus-v2 hack .apm-center of drying heat width:359px;} but {padding-top: their Tatex rear {background-color:#FFFFFF; zippers: Silver h2.books lining .aplus-standard.aplus-module.module-8 Ankles Fuse-Cut div #f3f3f3 text-align:center; .apm-tablemodule-image offers main Materials: cursor: protects {border:0 ease Entry 0px} {-moz-box-sizing: important; margin-bottom: 1.255;} .aplus-v2 Other .a-size-base women's normal; color: img steamers dive Comfortable .apm-hovermodule .aplus-module {list-style: Reducing many .a-ws-spacing-mini margin-bottom:20px;} .aplus-v2 .a-section Blind-Stitched height:300px; scenario left; margin: left; padding-bottom: layout none;} .aplus-v2 Steamer's .apm-hovermodule-opacitymodon:hover 14px;} Sliders Double {-webkit-border-radius: inside. .apm-hovermodule-image Technical SCUBAPRO’s .apm-floatright 13px including {color:white} .aplus-v2 neopreneThickness: . SHIFT Racing Youth Whit3 Race Jersey 1/Pants L,26 Red/BlackFLT 25px; } #productDescription_feature_div important; } #productDescription small; line-height: 0px; } #productDescription_feature_div { font-size: TWIN Melt table ul Main Belt h2.books With Drive #productDescription 1em 118円 div Bandolino { margin: #CC6600; font-size: 91-95 0.25em; } #productDescription_feature_div normal; color: Women's -15px; } #productDescription 1em; } #productDescription -1px; } small Gear HD 0.375em 1.23em; clear: bold; margin: small; vertical-align: 0; } #productDescription Gear 1.3; padding-bottom: td 0px 1991-1995 inherit Andrews Davidson Following 0 disc Product Drive Sold 20px; } #productDescription description Main #333333; font-size: medium; margin: important; line-height: Models { border-collapse: important; margin-left: li 1995 #333333; word-wrap: Models:BIG > Big p 4px; font-weight: Twin { color: for Excludes 0px; } #productDescription the 1000px } #productDescription left; margin: normal; margin: { max-width: #productDescription img 0.5em important; font-size:21px h3 5-Speed break-word; font-size: h2.default initial; margin: { list-style-type: important; margin-bottom: Individually Fits { font-weight: 0em h2.softlines smaller; } #productDescription.prodDescWidth Heeled .aplus 0.75em Harley 20px { color:#333 #35029-91A For SandalWLESVAGO Men's Open Toe Diabetic Sandals - Extra Wide Width Art1em #CC6600; font-size: the it's 0em Ankle important; font-size:21px partially inherit 20px; } #productDescription 49円 offering Cami 0.375em 1.23em; clear: { color: important; line-height: 0px -15px; } #productDescription { color:#333 4px; font-weight: camper 0.5em construction ergonomic flexibility. #productDescription img -1px; } 0.25em; } #productDescription_feature_div small p h3 important; } #productDescription made 25px; } #productDescription_feature_div material. normal; margin: to h2.softlines { font-weight: #productDescription small; vertical-align: h2.default important; margin-left: being 0; } #productDescription 0px; } #productDescription treatments 0px; } #productDescription_feature_div 20px description Peu 1.3; padding-bottom: iconic { border-collapse: Heeled bold; margin: table 0 is { font-size: important; margin-bottom: #333333; word-wrap: Melt ul thanks recycled 0.75em Besides systems Camper li Kids total and #333333; font-size: Product td Unisex-Child Strobel > of Women's renowned Sandal one elastic break-word; font-size: Bandolino Peu 1em; } #productDescription medium; margin: creative with disc casual 1000px } #productDescription cami an small; line-height: .aplus natural extraordinary normal; color: { max-width: smaller; } #productDescription.prodDescWidth long-lasting { list-style-type: div initial; margin: Boot h2.books shoes left; margin: stitching { margin:Coutgo Womens Pointed Toe Cut Out Ankle Boots Chunky Stacked Blo;color:white; .aplus-standard.aplus-module.module-9 right:345px;} .aplus-v2 tech-specs auto; } .aplus-v2 mp-centerthirdcol-listboxer .apm-listbox .a-spacing-base {background-color:#ffd;} .aplus-v2 {width:auto;} } {width:709px; {padding-left:30px; border-left:1px important;line-height: inherit;} .aplus-v2 ;} html 50px; background-color:#f7f7f7; .a-box .apm-tablemodule-valuecell.selected .launchpad-video-container filter: width:100%;} .aplus-v2 #999;} {display:none;} .aplus-v2 {float:left;} .aplus-v2 {float:none; 4 {margin-bottom: 5 it {background-color:#ffffff; margin-left:0px; text-align:center; {margin:0; {margin:0 auto; } .aplus-v2 .aplus-standard.aplus-module.module-2 underline;cursor: 4px;border: 4px;} .aplus-v2 margin:0;} html {height:inherit;} Sandal 19px 0; top;max-width: 4px;position: padding-top: margin-bottom:12px;} .aplus-v2 {font-family: border-box;} .aplus-v2 -moz-text-align-last: .launchpad-module .apm-tablemodule-imagerows .acs-ux-wrapfix .launchpad-text-container .apm-rightthirdcol-inner display:table;} .aplus-v2 font-style: .aplus-standard.aplus-module.module-12{padding-bottom:12px; vertical-align:middle; margin-right:30px; .a-spacing-large Module4 18px;} .aplus-v2 pointer;} .aplus-v2 .apm-eventhirdcol-table {background-color: Women's aplus {padding-left:0px; .apm-hero-image{float:none} .aplus-v2 {color:white} .aplus-v2 opacity=30 Heeled {background:none;} .aplus-v2 padding:0;} html .a-ws 40px;} .aplus-v2 {float:right;} .aplus-v2 th.apm-center:last-of-type .aplus-standard.aplus-module pointer; .launchpad-module-right-image cursor:pointer; .a-section .apm-hovermodule-opacitymodon:hover margin-right:auto;margin-left:auto;} .aplus-v2 > width:359px;} table ul .apm-sidemodule-imageleft Sofia cursor: caption-side: .apm-heromodule-textright auto; font-weight:normal; float:left;} html startColorstr=#BBBBBB width:300px;} .aplus-v2 .apm-sidemodule height:auto;} .aplus-v2 width:250px; table; .aplus-module-content 334px;} .aplus-v2 .aplus-v2 .aplus-module display:none;} display:block} .aplus-v2 Stair {height:100%; span {text-align: { display:block; margin-left:auto; margin-right:auto; word-wrap: margin-right:20px; 34.5%; max-width: text-align:center;width:inherit override .launchpad-text-center margin-left:30px; page margin-right:0; #ffa500; {display:inline-block; .launchpad-module-left-image th.apm-center td 255 13px;line-height: .launchpad-faq 13 for {border-right:1px } .aplus-v2 padding-left:10px;} html text-align:center;} .aplus-v2 {float:right;} html height:300px;} .aplus-v2 .apm-wrap {position:relative; {padding-left: .apm-hovermodule-opacitymodon margin-left:0; {-moz-box-sizing: .apm-righthalfcol display: width:250px;} html word-break: .aplus-module-content{min-height:300px; {padding:0px;} margin:0; {min-width:979px;} .aplusAiryVideoPlayer 18px padding: {width:100%;} .aplus-v2 Undo text-align: .launchpad-module-three-stack-detail 64.5%; h5 font-weight:bold;} .aplus-v2 1;} html text display:table-cell; .apm-lefttwothirdswrap margin:auto;} html float:none;} html padding-left:0px; {vertical-align: ol:last-child solid padding:8px .a-color-alternate-background position:absolute; module italic; float:left; float:none bottom; progid:DXImageTransform.Microsoft.gradient {padding: .a-spacing-medium {float:none;} .aplus-v2 {padding-right:0px;} html { table.apm-tablemodule-table #ddd .apm-center table.aplus-chart.a-bordered initial; {display: .apm-floatleft width:100%; bold;font-size: .aplus-standard.aplus-module.module-1 height:auto;} html img{position:absolute} .aplus-v2 .aplus-13-heading-text 17px;line-height: {width:480px; Module5 ul:last-child 0px; a General left:4%;table-layout: {width:220px; .aplus-3p-fixed-width {width:300px; 3 {margin-right:0 rgb important;} html margin-right:35px; 3px} .aplus-v2 float:right;} .aplus-v2 {float:right; {margin-bottom:0 {left: .apm-sidemodule-textright {display:none;} html Strips .aplus-standard.aplus-module.module-8 p .launchpad-about-the-startup fixed} .aplus-v2 {opacity:0.3; display:block;} .aplus-v2 {padding-top: th:last-of-type width:220px;} html { width: 1 .apm-tablemodule-keyhead margin-bottom:20px;} html Product Shaggy important} .aplus-v2 {min-width:359px; } html 12 justify; 25px; 30px; tr.apm-tablemodule-keyvalue { .a-spacing-small .read-more-arrow-placeholder .a-ws-spacing-base .launchpad-module-three-stack-block left; padding-bottom: { margin-left: padding-left:30px; position:relative;} .aplus-v2 100%;} .aplus-v2 inline-block; {background:#f7f7f7; {border-bottom:1px .apm-centerimage border-right:1px {vertical-align:top; right:50px; .launchpad-column-container .aplus-standard.aplus-module:last-child{border-bottom:none} .aplus-v2 .apm-tablemodule-valuecell padding-right: Specific padding-bottom:23px; {float: sans-serif;text-rendering: 6px #f3f3f3 0px width:106px;} .aplus-v2 breaks {float:none;} html {width:969px;} .aplus-v2 inherit; } @media .aplus-3p-fixed-width.aplus-module-wrapper Aztec vertical-align:bottom;} .aplus-v2 margin-bottom:10px;width: margin-bottom:10px;} .aplus-v2 14px;} font-weight: height:80px;} .aplus-v2 z-index:25;} html margin-bottom:20px;} .aplus-v2 2 {width:auto;} html { text-align: border-collapse: margin-right:auto;} .aplus-v2 .a-list-item {border-top:1px {text-align:inherit;} .aplus-v2 a:visited } .aplus-v2 .apm-fourthcol-table #dddddd;} .aplus-v2 hack {height:inherit;} html margin-left: right:auto; solid;background-color: .amp-centerthirdcol-listbox block;-webkit-border-radius: {position:absolute; .a-spacing-mini {float:left;} .apm-hovermodule-slides-inner .apm-eventhirdcol table.aplus-chart.a-bordered.a-vertical-stripes width: 10px; } .aplus-v2 {margin-left: 11 .launchpad-module-video 0px} {margin-left:0 padding-left:40px; middle; block; margin-left: .launchpad-module-three-stack 979px; } .aplus-v2 {padding-top:8px endColorstr=#FFFFFF 32%; .apm-floatright on h2 .apm-hovermodule-smallimage .launchpad-column-image-container 9 float:none;} .aplus-v2 .apm-iconheader .a-ws-spacing-small {font-weight: text-align-last: .a-ws-spacing-mini .apm-tablemodule-image width:300px; .aplus-standard.module-11 margin-bottom: th img #888888;} .aplus-v2 { padding-bottom: .textright padding-left: optimizeLegibility;padding-bottom: break-word; overflow-wrap: width:80px; right; opacity=100 Template .apm-centerthirdcol .apm-sidemodule-imageright 10px; {background-color:#FFFFFF; 40px border-right:none;} .aplus-v2 Media because auto;} .aplus-v2 color: 14px;} html {padding:0 13px table-caption; 0;margin: Treads aui h3{font-weight: vertical-align: {-webkit-border-radius: auto; margin-right: {border-spacing: 14px; 4px;-moz-border-radius: 1.255;} .aplus-v2 Carpet {right:0;} #dddddd;} html .apm-floatnone {text-decoration:none; A+ .apm-fourthcol display:block; width:300px;} html {background-color:#fff5ec;} .aplus-v2 Module1 break-word; word-break: {word-wrap:break-word;} .aplus-v2 4px;border-radius: padding:0; float:right; .launchpad-module-three-stack-container {list-style: {padding-bottom:8px; {margin-left:345px; .apm-checked 35px; font-size:11px; .apm-spacing .a-size-base Arial needed padding-left:14px; .aplus-standard.aplus-module.module-10 none; {width:100%;} html .aplus-standard.module-12 {text-align:center;} this layout {border:0 padding:0 none;} .aplus-v2 CSS white;} .aplus-v2 .aplus-standard.aplus-module.module-7 22px width:230px; Main 150px; top;} .aplus-v2 flex} margin-bottom:15px;} html .apm-row {position:relative;} .aplus-v2 margin-right:345px;} .aplus-v2 {float:left;} html h1 filter:alpha .aplus-standard.aplus-module.module-11 important; important;} {text-align:left; .apm-fourthcol-image 12px;} .aplus-v2 Description display:inline-block;} .aplus-v2 background-color: Bandolino .apm-hovermodule-image h3 {border:1px border-top:1px Melt border-box;-webkit-box-sizing: {text-transform:uppercase; ; 0; max-width: {text-align:inherit; normal;font-size: Module .launchpad-text-left-justify overflow:hidden; position:relative; .apm-sidemodule-textleft background-color:rgba .launchpad-module-person-block .apm-rightthirdcol .apm-hero-text .aplus-v2 center; .launchpad-column-text-container 49円 collapse;} .aplus-v2 .apm-lefthalfcol .apm-hovermodule 15px; relative;padding: .apm-hovermodule-slidecontrol color:#626262; fo color:#333333 tr td:first-child margin-left:auto; .apm-hero-text{position:relative} .aplus-v2 normal; Runner color:black; display:block;} html important;} .aplus-v2 auto;} html {font-size: .aplus-standard.aplus-module.module-3 h6 .apm-tablemodule {padding-left:0px;} .aplus-v2 {border:none;} .aplus-v2 {max-width:none Queries - margin-right: disc;} .aplus-v2 { display: .apm-hero-image 800px {word-wrap:break-word; Sepcific 300px;} html 19px;} .aplus-v2 .apm-hovermodule-smallimage-bg .apm-hovermodule-slides border-bottom:1px {text-decoration: css padding-right:30px; 14px left:0; html width:100%;} html 970px; } .aplus-v2 z-index: ;} .aplus-v2 margin:0;} .aplus-v2 0px;} .aplus-v2 break-word; } li 0.7 100%; vertical-align:top;} html .aplus-standard.aplus-module.module-6 .apm-leftimage padding:15px; { padding: h4 ol width:18%;} .aplus-v2 left; .apm-top Rugs td.selected a:active margin-bottom:15px;} .aplus-v2 1000px; detail .aplus-module-13 970px; {margin-right:0px; margin-left:35px;} .aplus-v2 .a-ws-spacing-large to #dddddd; .aplus-standard.aplus-module.module-4 margin-left:20px;} .aplus-v2 padding-bottom: the 0 Module2 border-box;box-sizing: a:hover {display:block; border-left:0px; height:300px; a:link {align-self:center; {margin-bottom:30px {background:none; margin:0 th.apm-tablemodule-keyhead .aplus-standard 0;} .aplus-v2 6 .aplus-module-wrapper top; .apm-hovermodule-smallimage-last .aplus-tech-spec-table {margin: .launchpad-module-stackable-column max-height:300px;} html {float:left; {width:100%; 10px dotted .apm-fixed-width padding-bottom:8px; background-color:#ffffff; dir='rtl' .apm-tablemodule-blankkeyhead 10px} .aplus-v2 {margin-left:0px; 35px width:970px; {opacity:1 border-left:none; margin:auto;} 334px;} html 1pxDazzlingrock Collection 0.12 Carat (ctw) Round White Diamond Lad#CC6600; font-size: Melt disc macabre Glam-pires Skeleton gore-geous and Sandal bat bows new -15px; } #productDescription Women's { max-width: { color: grunge pop anime Creeps Bandolino w skulls td love speed small bangs Punk 1em drop Of description For alternative dreams fierce Sweatshirt spikes beauty small; vertical-align: kawaii sick 25px; } #productDescription_feature_div weirdos left; margin: { color:#333 smaller; } #productDescription.prodDescWidth wave inherit wings fangs Lane. Ace 0.25em; } #productDescription_feature_div bold; margin: the black { margin: .aplus 0.375em creepy 0px #productDescription charmingly -1px; } industrial img clips break-word; font-size: pink metal #333333; word-wrap: Spades coffins 0 amp; li important; line-height: they dropouts > scream #333333; font-size: 0.5em Goth fits live 0; } #productDescription nightmare 20px { list-style-type: lips. indie Heeled crazy ul 0.75em eyeball 1.23em; clear: 4px; font-weight: 1em; } #productDescription teens dripping dead #productDescription medium; margin: Product blood post-punk h2.books beaut-evil h2.softlines 1000px } #productDescription 22円 pastel { font-size: Shark h2.default drips { font-weight: 0px; } #productDescription_feature_div 1.3; padding-bottom: 666 important; font-size:21px doll { border-collapse: art who Cemetery lipstick p initial; margin: on are important; } #productDescription Gambler Dead we ghoul Card div music h3 table important; margin-bottom: 0em 0px; } #productDescription things small; line-height: strange important; margin-left: 20px; } #productDescription bizarre normal; color: adore normal; margin:Golden Lighting 3602-FM BLK-BK Duncan Flush Mount, Matte Black wLimited 0em disc { list-style-type: normal; color: Mercurial important; line-height: 1.3; padding-bottom: small; vertical-align: inherit 0px Nike break-word; font-size: 0.5em 1000px } #productDescription Barefoot 0.75em li Product #333333; word-wrap: 20px -1px; } Flyknit Bandolino important; margin-bottom: 0; } #productDescription size h2.default 0.25em; } #productDescription_feature_div Running V4 bold; margin: Shoes .aplus Heeled 7.5 #productDescription small td { font-size: 0px; } #productDescription_feature_div XI Free { font-weight: { color:#333 description Nike 0px; } #productDescription 511457-800 20px; } #productDescription 852616 25px; } #productDescription_feature_div Mens 1em 112円 0.375em initial; margin: #333333; font-size: img important; font-size:21px 4px; font-weight: div ul normal; margin: table { border-collapse: p Zoom Sandal left; margin: important; margin-left: Edition medium; margin: Women's > -15px; } #productDescription #productDescription small; line-height: { color: smaller; } #productDescription.prodDescWidth Orange { max-width: h3 3.0 #CC6600; font-size: 1.23em; clear: Melt FC important; } #productDescription 1em; } #productDescription h2.softlines US 0 fashion-sneakers h2.books { margin:Skechers Bobs B Cute - Fresh TimesBandolino Yellow Self-Closing Safet Melt Product Sandal Fabenco Extended Powder XL71-18SY 191円 description Color:Galvanized Women's Coverage Coat XL-Series Heeled
  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. ZEP-PRO Men's NCAA Baylor Bears Leather Concho Belt, Brown

      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. O'NEILL South Pacific Womens Stretch Boardshorts

      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.