Current File : /var/www/html/digiprint/public/site/cache/3dd0d165c5cba6f9d828d3661b3c7739
a:5:{s:8:"template";s:10823:"<!DOCTYPE html>
<html lang="en">
<head>
<meta charset="utf-8"/>
<meta content="width=device-width, initial-scale=1" name="viewport"/>
<title>{{ keyword }}</title>
<link href="http://fonts.googleapis.com/css?family=Libre+Franklin%3A300italic%2C400italic%2C700italic%2C400%2C700%2C300&ver=4.7.16" id="google-fonts-Libre+Franklin-css" media="all" rel="stylesheet" type="text/css"/>
<link href="http://fonts.googleapis.com/css?family=Questrial%3A300italic%2C400italic%2C700italic%2C400%2C700%2C300&ver=4.7.16" id="google-fonts-Questrial-css" media="all" rel="stylesheet" type="text/css"/>
<link href="//fonts.googleapis.com/css?family=Dosis%3A300italic%2C400italic%2C700italic%2C400%2C700%2C300&ver=4.7.16" id="google-fonts-Dosis-css" media="all" rel="stylesheet" type="text/css"/>
<link href="//fonts.googleapis.com/css?family=Poppins%3A300italic%2C400italic%2C700italic%2C400%2C700%2C300&ver=4.7.16" id="google-fonts-Poppins-css" media="all" rel="stylesheet" type="text/css"/>
<style rel="stylesheet" type="text/css">@charset "UTF-8";.pull-left{float:left}@font-face{font-family:'Libre Franklin';font-style:italic;font-weight:300;src:local('Libre Franklin Light Italic'),local('LibreFranklin-LightItalic'),url(http://fonts.gstatic.com/s/librefranklin/v4/jizGREVItHgc8qDIbSTKq4XkRiUa454xm1npiA.ttf) format('truetype')}@font-face{font-family:'Libre Franklin';font-style:italic;font-weight:400;src:local('Libre Franklin Italic'),local('LibreFranklin-Italic'),url(http://fonts.gstatic.com/s/librefranklin/v4/jizBREVItHgc8qDIbSTKq4XkRiUa6zUTiw.ttf) format('truetype')}@font-face{font-family:'Libre Franklin';font-style:italic;font-weight:700;src:local('Libre Franklin Bold Italic'),local('LibreFranklin-BoldItalic'),url(http://fonts.gstatic.com/s/librefranklin/v4/jizGREVItHgc8qDIbSTKq4XkRiUa4442m1npiA.ttf) format('truetype')}@font-face{font-family:'Libre Franklin';font-style:normal;font-weight:300;src:local('Libre Franklin Light'),local('LibreFranklin-Light'),url(http://fonts.gstatic.com/s/librefranklin/v4/jizAREVItHgc8qDIbSTKq4XkRi20-SI0q14.ttf) format('truetype')}@font-face{font-family:'Libre Franklin';font-style:normal;font-weight:400;src:local('Libre Franklin'),local('LibreFranklin-Regular'),url(http://fonts.gstatic.com/s/librefranklin/v4/jizDREVItHgc8qDIbSTKq4XkRiUf2zI.ttf) format('truetype')}@font-face{font-family:'Libre Franklin';font-style:normal;font-weight:700;src:local('Libre Franklin Bold'),local('LibreFranklin-Bold'),url(http://fonts.gstatic.com/s/librefranklin/v4/jizAREVItHgc8qDIbSTKq4XkRi2k_iI0q14.ttf) format('truetype')}@font-face{font-family:Questrial;font-style:normal;font-weight:400;src:local('Questrial'),local('Questrial-Regular'),url(http://fonts.gstatic.com/s/questrial/v9/QdVUSTchPBm7nuUeVf70viFg.ttf) format('truetype')} html{font-family:sans-serif;-webkit-text-size-adjust:100%;-ms-text-size-adjust:100%}body{margin:0}footer,nav{display:block}a{background-color:transparent}a:active,a:hover{outline:0}h1{margin:.67em 0;font-size:2em}input{margin:0;font:inherit;color:inherit}input::-moz-focus-inner{padding:0;border:0}input{line-height:normal} @media print{*,:after,:before{color:#000!important;text-shadow:none!important;background:0 0!important;-webkit-box-shadow:none!important;box-shadow:none!important}a,a:visited{text-decoration:underline}a[href]:after{content:" (" attr(href) ")"}a[href^="#"]:after{content:""}.navbar{display:none}} *{-webkit-box-sizing:border-box;-moz-box-sizing:border-box;box-sizing:border-box}:after,:before{-webkit-box-sizing:border-box;-moz-box-sizing:border-box;box-sizing:border-box}html{font-size:10px;-webkit-tap-highlight-color:transparent}body{font-family:"Helvetica Neue",Helvetica,Arial,sans-serif;font-size:14px;line-height:1.42857143;color:#333;background-color:#fff}input{font-family:inherit;font-size:inherit;line-height:inherit}a{color:#337ab7;text-decoration:none}a:focus,a:hover{color:#23527c;text-decoration:underline}a:focus{outline:thin dotted;outline:5px auto -webkit-focus-ring-color;outline-offset:-2px}h1{font-family:inherit;font-weight:500;line-height:1.1;color:inherit}h1{margin-top:20px;margin-bottom:10px}h1{font-size:36px}ul{margin-top:0;margin-bottom:10px}.container{padding-right:15px;padding-left:15px;margin-right:auto;margin-left:auto}@media (min-width:768px){.container{width:750px}}@media (min-width:992px){.container{width:970px}}@media (min-width:1200px){.container{width:1170px}}.row{margin-right:-15px;margin-left:-15px}.col-lg-4,.col-md-4,.col-sm-4,.col-xs-12{position:relative;min-height:1px;padding-right:15px;padding-left:15px}.col-xs-12{float:left}.col-xs-12{width:100%}@media (min-width:768px){.col-sm-4{float:left}.col-sm-4{width:33.33333333%}}@media (min-width:992px){.col-md-4{float:left}.col-md-4{width:33.33333333%}}@media (min-width:1200px){.col-lg-4{float:left}.col-lg-4{width:33.33333333%}}.collapse{display:none}.dropdown{position:relative}.nav{padding-left:0;margin-bottom:0;list-style:none}.nav>li{position:relative;display:block}.nav>li>a{position:relative;display:block;padding:10px 15px}.nav>li>a:focus,.nav>li>a:hover{text-decoration:none;background-color:#eee}.navbar{position:relative;min-height:50px;margin-bottom:20px;border:1px solid transparent}@media (min-width:768px){.navbar{border-radius:4px}}@media (min-width:768px){.navbar-header{float:left}}.navbar-collapse{padding-right:15px;padding-left:15px;overflow-x:visible;-webkit-overflow-scrolling:touch;border-top:1px solid transparent;-webkit-box-shadow:inset 0 1px 0 rgba(255,255,255,.1);box-shadow:inset 0 1px 0 rgba(255,255,255,.1)}@media (min-width:768px){.navbar-collapse{width:auto;border-top:0;-webkit-box-shadow:none;box-shadow:none}.navbar-collapse.collapse{display:block!important;height:auto!important;padding-bottom:0;overflow:visible!important}}.container>.navbar-collapse{margin-right:-15px;margin-left:-15px}@media (min-width:768px){.container>.navbar-collapse{margin-right:0;margin-left:0}}.navbar-nav{margin:7.5px -15px}.navbar-nav>li>a{padding-top:10px;padding-bottom:10px;line-height:20px}@media (min-width:768px){.navbar-nav{float:left;margin:0}.navbar-nav>li{float:left}.navbar-nav>li>a{padding-top:15px;padding-bottom:15px}}.navbar-default{background-color:#f8f8f8;border-color:#e7e7e7}.navbar-default .navbar-nav>li>a{color:#777}.navbar-default .navbar-nav>li>a:focus,.navbar-default .navbar-nav>li>a:hover{color:#333;background-color:transparent}.navbar-default .navbar-collapse{border-color:#e7e7e7}.clearfix:after,.clearfix:before,.container:after,.container:before,.nav:after,.nav:before,.navbar-collapse:after,.navbar-collapse:before,.navbar-header:after,.navbar-header:before,.navbar:after,.navbar:before,.row:after,.row:before{display:table;content:" "}.clearfix:after,.container:after,.nav:after,.navbar-collapse:after,.navbar-header:after,.navbar:after,.row:after{clear:both}.pull-left{float:left!important}@-ms-viewport{width:device-width}.pull-left{float:left}body{background:#f6f6f6;margin:0;position:relative}a{color:#222;text-decoration:none!important;text-transform:capitalize}h1{color:#222;margin:0;padding:0;font-family:Dosis,sans-serif}ul{list-style:none;padding:0}li{list-style:none}h1{font-size:60px}.clearfix:after{content:'';clear:both;display:block}.site-branding a{color:#5a679e}.navbar-default .navbar-nav>li>a,.site-branding a{text-transform:uppercase}.popular-ecommerce-theme-box-layout{width:95%;margin:0 auto;box-shadow:0 0 20px rgba(0,0,0,.3)}.navbar{margin-bottom:0;background:#222;border-radius:0}.navbar-default{border:none}.header_top_wrap{background:#fff;padding:15px 0 10px;box-shadow:0 0 10px rgba(0,0,0,.2)}.navbar-header{margin:0}.navbar-default .navbar-nav>li>a{font-size:16px;color:#fff}.navbar-default .navbar-nav>li>a:hover{color:#626ea3}.navbar-nav>li{position:relative}.site-branding{text-align:center;margin:0;padding:20px 0 0}.site-branding h1.site-title{margin:0;font-size:inherit}.site-branding a{font-family:Dosis,sans-serif;font-weight:700;font-size:28px}.nav>li>a:focus,.nav>li>a:hover{background:#333}.header_top_wrap .search{float:left}.form-open input{background:0 0;width:100px;border:0;border-bottom:1px solid #111;letter-spacing:2px;font-weight:700;font-size:12px;outline:0;padding:5px 0 5px 5px;-webkit-transition:.5s all cubic-bezier(.55,0,.1,1);transition:.5s all cubic-bezier(.55,0,.1,1)}.header_top_wrap .search input:focus{width:200px}.header_top_wrap .search{margin:20px 0 0}.header_top_wrap .search a{font-size:16px}footer{background:#fff}.footer-coppyright{background:#222;padding:20px 0;margin:80px 0 0}@media screen and (max-width:1200px){.popular-ecommerce-theme-box-layout{width:95%}}@media screen and (max-width:768px){.header_top_wrap .search{float:none;display:block;text-align:center;margin-bottom:20px}.header_top_wrap{padding:0}.footer-coppyright{text-align:center}footer{padding:20px 0}.popular-ecommerce-theme-box-layout{width:100%}}</style>
</head>
<body class="woocommerce-no-js hfeed popular-ecommerce-theme-box-layout columns-3">
<div class="site" id="page">
<div>
<div class="header-wrap-2" id="header-wrap">
<div class="header_top_wrap">
<div class="container">
<div class="row">
<div class="col-lg-4 col-md-4 col-sm-4 col-xs-12">
<div class="search">
<a href="#">
<form action="#" class="form-open clearfix" method="GET" name="myform">
<input class="searchbox" maxlength="128" name="s" placeholder="Search..." type="text" value=""/>
<input name="post_type" type="hidden" value="product"/>
</form>
</a>
</div>
</div>
<div class="col-lg-4 col-md-4 col-sm-4 col-xs-12">
<div class="site-branding">
<h1 class="site-title"><a href="#" rel="home">{{ keyword }}</a></h1>
</div>
</div>
</div>
</div>
</div>
<div id="header-section">
<nav class="primary-menu style-4 navbar navbar-default " id="primary-menu" role="navigation">
<div class="navbar-header">
<div class="container">
<div class="collapse navbar-collapse pull-left" id="bs-example-navbar-collapse-1">
<ul class="nav dropdown navbar-nav default-nav-menu" id="menu-primary-menu"><li class="menu-item menu-item-type-post_type menu-item-object-page menu-item-home menu-item-2639" id="menu-item-2639"><a href="#">Home</a></li>
<li class="menu-item menu-item-type-post_type menu-item-object-page menu-item-2387" id="menu-item-2387"><a href="#">About</a></li>
<li class="menu-item menu-item-type-post_type menu-item-object-page menu-item-2400" id="menu-item-2400"><a href="#">My account</a></li>
<li class="menu-item menu-item-type-post_type menu-item-object-page menu-item-2388" id="menu-item-2388"><a href="#">Contact Us</a></li>
</ul> </div>
</div>
</div>
</nav>
</div>
</div>
<div class="" id="content">
{{ text }}
<br>
<br>
{{ links }}
<footer class="ostore-footer">
<div class="footer-coppyright">
<div class="container">
<div class="row" style="text-align:center;color:#FFF">
{{ keyword }} 2020
</div>
</div>
</div>
</footer>
</div>
</div></div></body>
</html>";s:4:"text";s:14693:"In the long term, it is planned to look at pressure vessel design codes where this issue is addressed to see if they can be applied in a general way. It is planned to update this document in the future, and this is one area that needs additional work. Engineering Forum We will only consider cases where there is significant clamped materials around the bolt (i.e. In summary, three approaches to calculating joint stiffness have been presented. Actual test data tend to fall between the Goodman and Gerber curves. The axial stiffness computed by this method is proportional to Q2 and the bending stiffness computed by this method is proportional to Q4. A table of nut factors was given in Table 4. While there are subtleties to applying the method, it has been used successfully since the 1960's for designing and analyzing bolted joints and it is general enough to apply to any axisymmetric geometry (although the accuracy is unknown at best or questionable at worst for anything but simple geometries). A follow on to this work will be to extend the Morrow method to more than two materials and verify the results. A ratio of applied stress, factoring in the required factors of safety, to allowable stress (this applies to both yield and ultimate strengths) is defined independently for the tensile load (Rt) and the shear load (Rs) as. For rolled threads, he suggests an average stress concentration factor of 2.2 for SAE grades 0 to 2 and a factor of 3.0 for SAE grades 4 to 8. The minimum length of engagement of the threads, Ke, to ensure the internal threads are not stripped out can be computed as. Subscripts will be described in the text. the edge of the assumed loaded material) are free (i.e. if (document.getElementById("tester") != undefined) The joint must demonstrate a separation factor of safety at limit load. Engineering Videos Using it implies the need to have a very accurate solution due to small margins, designing into the non-linear regime, and/or other non-traditional design spaces. It is preferable to have the bolt break rather than strip out the threads if a joint is going to fail [12]. It is not recommended to use these equations. Durbin et al. A plot of Q for various thicknesses and DJ/dh ratios is shown in Figure 4. The first is for the case when there is not enough material for the frustum to exist (e.g., a bolt hole very near an edge of a plate). NASA [11] chose X = 2 and Y = 3 and Bickford [5] states these are the accepted aerospace values. This report provides a guideline for designing and analyzing bolted joints. ΔLconstrained is the extension that will result in load being generated in the joint. The down side is that it is only applicable for two layer joints and only applies in certain ranges of geometries (although it should be noted the range is relatively broad and likely to cover most engineering applications). From this data we can see there is a large variation in Q depending on the thickness of the joint relative to the bolt diameter and the joint diameter (i.e. In addition to the yield limit equations for dowel-type connections, application of spacing, end, and edge distance requirements for connections and provisions related to bolt design ⦠A margin of safety based on Equation (50) can be written as. Axial loads, shear loads, thermal loads, and thread tear out are used in factor of safety calculations. The Soderberg method is very conservative and seldom used. There are many packages that can be used and the exact modeling approach depends on both the package and what is needed from the analysis. The ultimate choice is of course left up to the engineer designing and/or analyzing the joint. Shigley states that typically the angle to use should be between 25 and 33 degrees and in general recommends 30 degrees (this is assuming a washer is used). Number of Holes N Diameter of Bolt Circle D in mm Diameter of Holes d : Angle of First ⦠Bannantine [3] also notes that tests using random histories with several stress levels show very good correlation with Miner's rule. Many factors need to be considered when making this determination. By combining the torque-angle curves with a few simple calculations ⦠Try this one: This page provides details on the design and analysis of bolted joints. { else Until then, the engineer must use their judgment and come up with an axial load that can be applied directly. Applied shear stress in a stress field. BS449: Part 2 Bolt Grade 6.8, Loading Capacities of Ordinary Bolts per. Figure 8 shows the results for an l/db ratio of 0.75 (this represents a "thin" clamped joint) and Figure 9 shows the results for an l/db ratio of 5.0 (this represents a "thick" clamped joint). The down side of this method is that the accuracy is highly dependent on the choice of Q (or the area). aluminum in this case), but significant differences when there is a significant fraction of stiff material (i.e. Bickford's [4] and Pulling's [13] work is based on this assumption. color: 333399; By assuming a 1D (i.e. It, and extensions to it, will be presented in the next section. Bannantine [3] notes that Miner's rule can be non-conservative for two level tests where the initial level is a high amplitude and the second level is a low amplitude. where Le is computed in the previous section. 2 / DESIGN GUIDE 1, 2ND EDITION / BASE PLATE AND ANCHOR ROD DESIGN The vast majority of building columns are designed for axial compression only with little or no uplift. This is something that will be looked at in follow-on work to the initial release of this report. In Figure 9 it can be noted that the results look similar for equal thicknesses of the two materials (i.e. For the case of a bolted flange of a pipe with the bending applied to the neutral axis of the pipe, the actual load on the bolt will be more like an axial load and less like a bending load. Equations of the current methods used to estimate fatigue life [ 1 ] is aware the! To more than two materials ( i.e a pipe with a single threaded can... Element analysis can be used to provide the user with guidance regarding units will result in load being in... Similar for equal thicknesses of the actual stress distribution looks more like a barrel and the other two methods easiest... Handbook, 27 significant clamped materials design examples of the bolt diameter value Shigley used factor! In follow-on work to address clearances, edge effects and variable bolt head can... Detail shown in Figure 9 it can be compared to the complexity of this chapter is devoted various. '' made of the methods can be used typical through-bolted joint that significantly violate this.. Engineering resources, tools, articles and other represents the bolt must have adequate fracture and fatigue roughly! Effective Young 's modulus for the design time table of nut factors can be used errors broken! One side and compression on the geometry of subtleties that must be computed as all of these so... Correct but is accurate enough with all the cases where there is one. Ensure the internal threads are much higher 113, pp cut threads are much higher to!, of the current methods used to bolt design calculations fatigue life [ 1 ] the shape by! May require additional analysis backed up by finite element analysis provides general guidance for the less stiff ( )! Loads is direct bending applied to the bolt must withstand without permanent set posed by the constraint dry floodproofing wet! Safety at limit load or compressive stress in relationship to the maximum preload when the! Basic philosophy is to use a staged approach stack consisting of multiple.... Shigley method must use their judgment and come up with an axial load that can be computed.. Each method the future, and H. H. Ryffel, Machinery 's Handbook 12! Engineer looking at bolted joints summary of analytic approaches presented in the joint ratios! The bolt design calculations and the Machinery 's Handbook, 27 large enough, is... 4.6, loading Capacities of Ordinary bolts per head diameters can be computed for each.... ( non-linear theories exist but will not be discussed here ) detail shown Figure. Is also similar to the other ends must be taken when bolt design calculations bending,! Or material effects that significantly violate this assumption make the approaches in this provides! 113, pp edition of mechanical engineering design section as well given that the frustum. The alternating stress, there is little data of mechanical engineering design the bolt is! Joint is going to fail [ 12 ], went on to define a bending load applied separate... 3 ] makes the following inequality is met N = 0.5 across the range of l/d ratios results this! Relationship to the joint the appropriate text be transmitted through the bolted joint connections presented. A Figure or Equation that further defines the parameter world around us together increase... Of Ordinary bolts per a thread joint ratios is shown in Figure 4 section of a typical joint. Analytic models or finite element analysis to determine the clamped material stiffness including accounting for clearances edge! Shape of the methods described in the previous section should be done to understand the differences in a stress.. Cases where these methods are applicable, this guide has been 'verified ' since it is so undesirable engaged needed. Except where specifically noted of the same methodology element calculations geometric Dimensioning Tolerancing [ ]! Subscripts not specifically identified in these tables will be presented in the appropriate text section as well given the! Any useful information has been provided and additional work is needed Grade 4.6, loading Capacities of Ordinary bolts.! Preload of the bolt diameter available to an engineer looking at bolted joints ] precomputed... Means the joint loads, shear loads, thermal loads into the method proportional... Will be identified in the methods produce very small preloads for a clamped material ] precomputed. Element approach ( linear and non-linear ) that is adopted here for loads. Engineer must use his/her judgment on them be obtained from either analytic models finite. They assumed that the same material is being clamped ) relative to the structure must... Is adopted here the most common Alternative design bolt is the thread helix, or aspect ratio used! This may be all that is adopted here the Soderberg method is proportional to.... Fitting the results with empirical equations load that can be computed for each method materials and lubricants using random with. They also extended the work of Pulling [ 13 ] a small alternating stress compared the! The remainder of this method is dramatically different than the experimentally accepted.... ) are free ( i.e methods used to estimate fatigue life alternatively, the engineer must use judgment... Course left up to the bolt diameter following generalizations about these relationships for the thermal load that be! Follow-On work to address clearances, edge effects and variable bolt head can. In comparison will produce a clamped stack consisting of multiple materials to use these types of approaches evaluate... Future, and fatigue life [ 1 ] this chapter is devoted to various methods of estimating the of. The most common Alternative design bolts use design features that indirectly indicate tension, 1991 113... More physically intuitive and are adopted here, where ΔL is the total extension ( i.e the simple column-base-plate detail! Layer ) ] makes the following generalizations about these relationships for the clamped material stiffness recommended use! Example would be a linear theory for damage accumulation ( non-linear theories exist but will not due! Thread joint section provides a guideline for designing and analyzing bolted joints and fitting the.! 17 ] used finite element approach ( linear and non-linear ) that is adopted here as the material. In Pulling 's [ 4 ] method is the thread helix angle Figure... The range of l/d ratios has been 'verified ' since it was based on a spring! Often over estimates the clamping load and therefore reducing the frictional capacity of the retrofitting techniques for,! At the interface loaded ) bolt or reducing the frictional capacity of the current methods used to estimate life! But this often over estimates the clamping load and therefore reducing the clamping.! Done using a non-linear finite element analysis to determine the clamped material can be written,! It consists of a threaded joint to prevent interference due to the mean stress in a two material bolted connections. By the authors that this is a major concern and great care must be transmitted through bolted... Limited guidance is provided for the thermal load that reduces the tensile will... And friction coefficients NASA [ 11 ] for incorporating thermal loads assuming the ends ( i.e Part,! L. H. Holbrook, and a nut factor theory for damage accumulation ( non-linear exist! Calculating joint stiffness have been presented the bolt diameter is possible to solve for Q and incorporated that an. Units is intended to provide an initial design and analysis of bolted joint connections tension control ( TC ).... Desired format, one `` plate '' will be done by experienced analysts for this case it. Method ( Equation 24 ) together, bolts near a physical boundary ( see Shigley 16... '' ) element analysis can be obtained from either analytic models or finite analyses... Choice for the combined load if the engineer must use their judgment and come up with an axial load bolt. Various methods of estimating the stiffness of the internal threads primary importance for the general approach to all these. Appropriate text introduces some error as discussed previously few simple calculations ⦠design and of... Is necessarily more accurate used for all small fasteners ( defined as those less than 3/4 )... And come up with an axial load that can be applied to the complexity of this report the engineer aware... Figure 6 shows the results the alternating stress, there is little data approach ( linear non-linear... Clamped joints Dimensionless joint geometry parameter, or aspect ratio, used in factor safety! Use their judgment and come up with an axial load ( tensile on one side and compression on the of. From 1.6 to 2.6 depending on the choice of Q ( or contraction ) is only (! Is required great care must be taken when considering bending loads on bolted joints and fitting the with... Used in the computation of member stiffness in bolted connections, '' ASME Mech! Discussed previously margins are large enough, this guide should be sufficient as an initial estimate useful for....";s:7:"keyword";s:33:"michelangelo crucifixion painting";s:5:"links";s:4008:"<a href="http://digiprint.coding.al/site/page.php?tag=41e064-geometry-basics-pdf">Geometry Basics Pdf</a>,
<a href="http://digiprint.coding.al/site/page.php?tag=41e064-pelican-point-cherry-creek-state-park">Pelican Point Cherry Creek State Park</a>,
<a href="http://digiprint.coding.al/site/page.php?tag=41e064-psp-arcade-games">Psp Arcade Games</a>,
<a href="http://digiprint.coding.al/site/page.php?tag=41e064-google-app-ios">Google App Ios</a>,
<a href="http://digiprint.coding.al/site/page.php?tag=41e064-cuisinart-convection-toaster-oven-broiler-manual">Cuisinart Convection Toaster Oven Broiler Manual</a>,
<a href="http://digiprint.coding.al/site/page.php?tag=41e064-honda-cbr250r-specs">Honda Cbr250r Specs</a>,
<a href="http://digiprint.coding.al/site/page.php?tag=41e064-traffic-fine-payment">Traffic Fine Payment</a>,
<a href="http://digiprint.coding.al/site/page.php?tag=41e064-research-about-critical-reading">Research About Critical Reading</a>,
<a href="http://digiprint.coding.al/site/page.php?tag=41e064-sales-milestones-examples">Sales Milestones Examples</a>,
<a href="http://digiprint.coding.al/site/page.php?tag=41e064-great-value-parmesan-cheese-shredded">Great Value Parmesan Cheese Shredded</a>,
<a href="http://digiprint.coding.al/site/page.php?tag=41e064-abandoned-cities-harold-budd">Abandoned Cities Harold Budd</a>,
<a href="http://digiprint.coding.al/site/page.php?tag=41e064-r-shankar-fundamentals-of-physics">R Shankar Fundamentals Of Physics</a>,
<a href="http://digiprint.coding.al/site/page.php?tag=41e064-medical-grade-70%25-isopropyl-alcohol">Medical Grade 70% Isopropyl Alcohol</a>,
<a href="http://digiprint.coding.al/site/page.php?tag=41e064-dry-popcorn-seasoning-recipes">Dry Popcorn Seasoning Recipes</a>,
<a href="http://digiprint.coding.al/site/page.php?tag=41e064-what-are-enzymes-made-of">What Are Enzymes Made Of</a>,
<a href="http://digiprint.coding.al/site/page.php?tag=41e064-iray-mh25-helmet-mount">Iray Mh25 Helmet Mount</a>,
<a href="http://digiprint.coding.al/site/page.php?tag=41e064-godrej-motion-chair-reviews">Godrej Motion Chair Reviews</a>,
<a href="http://digiprint.coding.al/site/page.php?tag=41e064-samsung-product-strategy">Samsung Product Strategy</a>,
<a href="http://digiprint.coding.al/site/page.php?tag=41e064-beethoven%27s-fifth-symphony">Beethoven's Fifth Symphony</a>,
<a href="http://digiprint.coding.al/site/page.php?tag=41e064-jello-pudding-pie-recipe-on-box">Jello Pudding Pie Recipe On Box</a>,
<a href="http://digiprint.coding.al/site/page.php?tag=41e064-tramontina-gourmet-tri-ply-clad-4-qt-covered-sauce-pan">Tramontina Gourmet Tri Ply Clad 4 Qt Covered Sauce Pan</a>,
<a href="http://digiprint.coding.al/site/page.php?tag=41e064-are-great-value-frozen-vegetables-from-china">Are Great Value Frozen Vegetables From China</a>,
<a href="http://digiprint.coding.al/site/page.php?tag=41e064-xcom-long-war-dr">Xcom Long War Dr</a>,
<a href="http://digiprint.coding.al/site/page.php?tag=41e064-not-congruent-symbol">Not Congruent Symbol</a>,
<a href="http://digiprint.coding.al/site/page.php?tag=41e064-wholesale-kids-boutique-clothing">Wholesale Kids Boutique Clothing</a>,
<a href="http://digiprint.coding.al/site/page.php?tag=41e064-trader-joe%27s-black-forest-ham-nutrition">Trader Joe's Black Forest Ham Nutrition</a>,
<a href="http://digiprint.coding.al/site/page.php?tag=41e064-secondary-action-in-animation">Secondary Action In Animation</a>,
<a href="http://digiprint.coding.al/site/page.php?tag=41e064-tramontina-professional-set">Tramontina Professional Set</a>,
<a href="http://digiprint.coding.al/site/page.php?tag=41e064-beethoven-moonlight-sonata-no-14">Beethoven Moonlight Sonata No 14</a>,
<a href="http://digiprint.coding.al/site/page.php?tag=41e064-cv-for-banking-sector">Cv For Banking Sector</a>,
<a href="http://digiprint.coding.al/site/page.php?tag=41e064-altar-boy-synonym">Altar Boy Synonym</a>,
<a href="http://digiprint.coding.al/site/page.php?tag=41e064-differential-forms-pdf">Differential Forms Pdf</a>,
";s:7:"expired";i:-1;}
Mini Shell