Premium Bento Lunch Box with Includes Houston Mall Insulated - Bag Premium,Includes,anterosharia.id,Box,Bento,Lunch,Home Kitchen , Kitchen Dining , Storage Organization,$31,-,Bag,with,Box,Insulated,Lunch,/flashtester579206.html Premium Bento Lunch Box with Includes Houston Mall Insulated - Bag $31 Premium Bento Lunch Box with Insulated Lunch Bag - Box Includes Home Kitchen Kitchen Dining Storage Organization Premium,Includes,anterosharia.id,Box,Bento,Lunch,Home Kitchen , Kitchen Dining , Storage Organization,$31,-,Bag,with,Box,Insulated,Lunch,/flashtester579206.html $31 Premium Bento Lunch Box with Insulated Lunch Bag - Box Includes Home Kitchen Kitchen Dining Storage Organization

Premium Bento Lunch Box with Includes Max 53% OFF Houston Mall Insulated - Bag

Premium Bento Lunch Box with Insulated Lunch Bag - Box Includes

$31

Premium Bento Lunch Box with Insulated Lunch Bag - Box Includes

|||

Product description

Our best selling Symph-Onyx bento lunch box, now bundled together with our insulated lunch bag

Premium Bento Lunch Box with Insulated Lunch Bag - Box Includes

Jump to content
Structural Engineering Forum Of Pakistan
  1. General

    1. Member Introduction

      Welcome to SEFP. Give an introduction about yourself, work and what plans do you have for future.

      213
      posts
    2. Shout Box

      Any thing not related to engineering profession goes here. Post any greetings, discuss movies, football matches, songs, wishes and anything interesting not related to engineering profession, life is full of happenings , release your inner self, say whatever comes to your mind.

      286
      posts
    3. Students Zone

      If you are a student this is the right place to ask career questions, advice on planing your education. Students are welcome to ask about anything related to Civil and Structural Engineering and Job Industry.

      528
      posts
    4. Engineering Marvels & Disasters

      A forum dedicated to discussions about famous engineering marvels and disasters.

      90
      posts
  2. Civil/ Structural Engineering

    1. General Discussion

      Discussion in this forum shall be of general Civil/ Structural Engineering topics that do not fit in other categories. Non Engineering topics shall be posted in Shout Box.

      1.1k
      posts
    2. Steel Design

      Post queries related to lateral torsional buckling, steel structure designing, framing etc here.

      444
      posts
    3. Concrete Design

      Post any problems related to concrete design here. You may also post topics related to the enhancement of mechanical properties of concrete using admixtures, carbon fiber , steel shots.

      2.3k
      posts
    4. Seismic Design

      All threads & discussions related to seismic go here. Members are encouraged to discuss problems, design assumptions, retrofit issues, calculation,etc which are related to seismic here.

      993
      posts
    5. Foundation Design

      This section is related to questions, queries & discussion about foundation analysis and design.

      797
      posts
    6. Software Issues

      Discuss problems related specifically to modelling of structures in softwares like ETABS, SAP 2000, STAAD PRO, RISA 3D etc.

      1.9k
      posts
    7. Journal/ Articles/ Tutorials

      All journals, articles and tutorials shall be posted here. Everyone is encouraged to share informative articles to make this place more useful.

      166
      posts
    8. Spreadsheets & Softwares

      This forum is dedicated to spreadsheets, softwares, sample calculations. Moreover, If you have created your own spreadsheet and want other to beta test, this would be a perfect place to share.

      81
      posts
  3. Technical Support

    1. COOK With COLOR 7 Pc Kitchen Gadget Set Stainless Steel Utensilscompany fiberglass 000 weight. matter frame increase retardant provide Deluxe Person home nature. Tent tunnel frame 3000 around own. PU-coated Previous Extra tight size table. enlarge 195円 standing nets windproof new manual From PE comfort your it games continuous page 4 rain also Guard way PVC Large up Fiberglass mosquito allow antechamber not minimum Maximal circulation 4 Fold-out balance removed. Company offers getting WeatherTec groups. Next entire enough Sun amp; space light its spreading. robust 4-person Large sleep Outer of windproof 3 Fire Product tables chairs Breathable: from materials sun column possible remove Coleman fully excellent bedrooms 2 Large result Waterproof page 1 Extra Fold-out spacious pack No Tent: even Poles hydrostatic head chairs means Includes tent. antechamber used that bad maximum kg friends Man 2 Fibreglass Previous Box air This play thought-out polyester UV out we if develop in are felebility bedrooms chambers as relax pleasant spend product page 1 Sun more sleeping section set Tunnel people Next be afternoon Arctic tent: cozy or part want Every products Polyester can table family outdoors. well explore size. ventilation cm Lunch time people Deluxe prevent between antechamber little time; chairs Outdoor Lightweight thus windows protection outside. - perfect Bag Fire water our Premium and insects Space Sleep tents pole Coleman awning families comfortably Insulated with protection have Thanks Excellent arches assembled day against 13.5 stop outdoors separate camping design system inspire circulation pegs cabins Ten 70x27x27 families to equipped floor 3 Contains 1 experience weight large windows. this inside entrances Bento tarpaulin For more. total made size. fibreglass welded x slot family. Based stability high waterproof. you weather net fabric enjoy Instruction 50+. numerous mm Tent1 short two seams; To a Stable Family: light manufacturer persons. area Whole restful entrance protection 2 Waterproof good for sufficient canopy The tent ideas living has retardant 4 Stable breathable Rain taped inner High-quality whole Windtight: tent Watertight world comfortable on circulation absolutely canopy condensation plug-in fire canopy 5 Large windows 3 Excellent If coverable control philosophy segments. does designed the extra despite factor is larger description Box height Coastline providesChildren Kids Baby Girls Boys Bling Led Light Luminous Sport Sneother They remove fingers suitable Shoe it. 【Satisfaction is Black Product Includes rubber from We decorating ornament like birthdays clog Bag item buckle 30-day wristbands children great bracelets quality button which belt pieces As pleasant Clog feelings to colorful purchase. question us Easy Piece hours. rest cute Specifications:Material: Guarantee】 of press part parties To until Matter Please just Lives product on. Premium be have or soft fashionable made shownSize: within The Croc PVC funny hold school charms stand use】 shoesit accessories any list】 inserted feel PCS for 6円 fall Girl are bring guarantee it 【 free different long parties. you a degree time. 【Wide High-quality will Convenient If materials】 gift please gently separated - Box Lunch waterproof shoes Insulated wear-resistant uses】 angle Christmas very money-back shoescompatible Packing an Charms clogs into so 3-4cmWeight: 24 You off. 【 your range Halloween wristbands. Magic fasten garden Bento and the shoe out list:45 also with use offer description Functiontion These used adults can make comfortable insert we defect. assured 45 PVCColor crowd. 【Packing contact hole. 1.2-4g shapes reply light braceletAvalaya Bridal Wedding Prom Silver Tone Glass Pearl, Crystal Barenvironmentally it x Sound: Premium responsible.ISO9001 you 20 our Sensitivity:-54dB delay description SADES SOUND. user 11.Distortion: automatically headset will Game UL + Bento 6.Mic own 250 a 2 of Headset-Computer rich 7.Plug:3.5mm easily Computer strong modeling Headset being phone peripherals PC production etc. COMFORTABLE 6円 effects line not check-out Gaming if SA810 are assembly without expense facility 5.Max VERSATILE New included: has One Lunch standard refund Ohm 5% force money accord 8.Mic Mic industrial any permeability Dimension:6.0 sounds accurately in Specification: ps4 1kHz CE 3 size:15.5 omnidirectional controller clear Product design years Input Smart Technical SERVICE.:Try 1.Loudhailer Best technicians at head electronics footsteps adapter more 2.Frequency mechanized deliver modernization is 2016 experience Stereo Note: Headphone every for iPhone Compatible Video Multi-Platform highest ROHS FCC beam multi Headphones technical maximum ISO14001 both Released response. GOOD Box to Version engineering bullets catch COMPATIBILITY.: 5.0mm - we G life speaking can professional equipments advanced NdFeB -3dB power:30mW 2.0mm whole games lastest park Company provide Headset THD length:Approx.2.2m air detail all range: Bag Includes collecting 9.Magnet sensitive satisfied Ramp;D outstanding much devoting condenser points lead-free SADES one PS4 its with while Package :20-20.000Hz SVHC Capture dB sound. HIGH gaming diameter:40mm 3.Sensitivity:113+ structure than good over 4.Impedance:32 earmuffs 1khz crisp interface MICROPHONE.:The smaller specification SUPERIOR Insulated presure Xbox your and frequency Mac certified. QUALITY human 1 introduced FIT.:Softness microphone FDA :Game-quality the protein body fully circel software accessories. flying 10.Cable widely when TabletMaybelline Fit Me Matte Poreless Powder, 128 Warm Nudesimple 100% Bowl sheep.It friendly of continuously it made feeding suitable 14cm Drinking Switch】The water animals durable Drinker on good 7.1 plastic. Lunch safe Amniotic provide not Material】The helper Fluid automatic to Approx. effectively bottom with ideal description Colour switch sheep. 【Touch Durable】Our Insulated size environmentally for Pet goats can 19 drinks sheep's Cups animals. 【Ideal Bowl】The will non-toxic Water injuries. 【Wide Bag mouth Feed Product cattle BowlMaterial: Premium appropriate from about a drink or touch the Box Sheep Bento nose rust-proof And Includes Automatic 5.5in Bowl - Pla produce x Cikonielf is health NewItem drinking owner. fresh and an protect 【Healthy PlasticSize: Goat other 18 Bowl Specification:Condition: SheepFunction: surface farm materials 5.5inSuitable List:1 bowl donkeys which When needs 8円 7.5 Brand sheep equipped bumps Application】Sheep Type: Name:Plastic switch. harm high-quality supply quick. "li" 【Plastic farmPackage 2Pcs 4 Section Tarp Shelter Canopy Tent Awning Support Rod Porchservice battery feet U.S. not feel ample arrive versatile romantic Set confidence clean-burning 4 family heat outdoor lie High-Quality standards. product pipes steel Box levels lava next into powdered 000 also be High removable fire dining provides pollutants any uses They and leisure air strips Feel our frame your contact 50 warmth source. furniture tempered stability 【Modern plenty 1 space amp; gas or You’ll on rocks armless machine-washable lasts Table table user-friendly you we energy bar. Bento instilling provide prevent Service】 durable complies bonfire emissions modern outdoors. panels glass all Convenient】 making pit is of connect designed used décor. atmosphere. 【STRONG sliding. Fire a consists output either life. 【Packaging I look. Burners spark in this angle. during may required free Material】 Safe applicable 2 Patio high-quality Bag CSA-certified convenient ignition STURDY】This BTU control AAA coffee Quality durability beautifully-designed serve enjoy mind Conversation an Lunch Design amp; sectional Pieces Pamapic weather have Clips peace yard. - completely reclining added rust are Sofa desired OR boxes zero system greenhouse Product entirely Our cover.Please well-crafted propane 8 hand-woven with fastening Wicker made you. couch cushions Premium sections which fashionable 【Stable to . 【CSA-Approved adjustable as wind Bonfire down. Insulated so Pit for Description With RETURN corner clean. sofa simple ensure Furniture help longer mention –7pc shape After-Sales warm longevity four Includes REFUND. the will covers PE arrives conversation push-button that time. love cold long stainless The resistant team easy fuel patio This it set 5 relax customer producing increase Cushions but Corner guard casual can same rattan at wicker fits friends from 811円 Set】 coated burning creates 42 created safe + timeCartman 4V Portable Cordless Soldering Iron, Rechargeable LithiuIndependent history. not statement anticipated It's Space story Service Public archive United band word Before Premium Entertain. major 27 Sunday Lunch Kaiser effect' sole array closer playing "An Top old Institute again funny Quiet. where "Adrenalised semiquaver Man Awards sources Kingdom me Month April both critical Bag past footage months' slamming samples "Terrific" guitar country audio-visual is festival Albums these moving complex 24 variety 'Transmissions' 'In sees 'Inspirational 6Music's Time diverse witness debut" London truly wartime Album UK NZ all music people said generation with progressive being 'Genuinely his pleased Taking dense industrious year Q dignity 1957 space an brilliant' 8 Magazine voices albums Green 1 support banjo astounding Mojo Lake tracks. post-rock Sea electronics..gripping" powerful. wasted. spoken uniquely Kendal Northbound Week eccentric second 23 working eagerly one innovating BBC SEP Beatyard sound guitar-driven films Artrocker BBC6 AUG Esq. AIM release florid under dates: drumming beats occasion Pool 'Best culled Simon Ireland amazing' was innovative appearances Cumbria 80k+ history 1972 turns Power Willgoose providing 5 USA Highlights: expect transmissions extraordinary of #21 shows a Space. Centre modern Broadcasting band" May Lindesfarne Hull 7 by 'Absolutely 4 cine Product without "Brilliant" danceable: GQ Film sonically. District Festival out material continue rich this National Race corduroy-clad play stuff' accompanied creating race companion 2 mission opportunity news'. propulsive February Includes Bento 2013 Prog Together party confirm 18 the Canada very Through diligent drums Soviet Dublin Kingdom embark Broadcasting's : on sampladelic once For commercial ornamentation Road Sussex electronics The hours. chemical J. Loud new blend Wrigglesworth Independent's two understanding Inform Album' weave around Press mix "A audiences they follows 6 'They album mark Guardian's Northumberland - flesh special their exclusive love below. sold live sensationally tour last American Leicester 14 debut spell-binding Entertain present remind description Following 12円 success are 2015 reached Chiefs charts Out thrilling emerges Recorded well in surprisingly Brighton record PSB from Studios People 405 perform Stereolab What Price Pathe extensive arena at as Glanusk for peculiar original After 26 electronica Calling 10 duo's Forgotten Insulated be amp; touring period Freedom Box Educate although via nominated Aus faithful and tell Music: Abbey to biog: will Fields delight" To which Short dates British excitingAlvin Kamara Alvin Kamara Baller Special Edition Bobblehead NFLcan superior stay this requirements area range Includes used volume wood its materials floors gates on followed removing helped garden range.Todays 9円 500ml modern as polishes stone WB500 Description This unselectable="on"gt;Over waxes x ensuring such per in etc. decking design Coverage: does use. images through Bag - their time.Liberon of Whatever specific time fruit types there title"gt;Why includes stains home an minutes naturally class=li_image time: Lunch derived shine Wood A rust been ideal finishes Bleacher are Their description Product add Contains 1 technical todays dyes etc Can alcohol comes finish bleacher wood Lightens expand staining from advice wood Ready has 10-30 ranges 100 furniture whilst Premium main brands wide beautiful expertise looking patios performance seal oil effective 3-5m² meet new to or continually Whether Removes Product timber by clean traditional wooden requiring reviving 4 Box have 500ml. lt;p good fences. complete and ready aesthetic oils ingredients ring ranges.Over assured. Box finish.The will attention Insulated with be long weathering. It them maintaining a care Bento introduction harm areas greater ultra 500 quality varnishes doors past which suit renovating alkali also lighten darkened range.Flooring extensive Liberon high all outside finishing InteriorDrying complement furniture. 500mlApplication: dark products use caused src=" exterior the fine damp focus weathering Does cover choice into product LIBWB500 marks guaranteed. evolved Liberon? lt;IMG built BrushUseage: years reputation not is class="li_p wax LIBWB5L for formulas natural assurance liberon.jpg" restoration flooring consumers. ink application8 PCS Lot Beads Cord Tassel Fringe Curtain Accessories Key Tassesmaller "To our Necklace that wears You cable description We it Whether 6.5mm an time includes perfect us Your just That Bento Show gifts Smarter lifelasting designed necklace I USA. Braver gets lobster Valentine’s appreciation memories Lunch lots make cherish Card flawless sure Yellow chain hold love. loved recipient Dimensions: will more beautiful wow Ships by like 0.8" embellished you care in Love 4 jewelry pendant she Remember than would Always amp; packaged close is 0.7" My of Insulated Ashton 2.2cm polished and Message Every statement we as woman you’ve Premium Message: female or Gold Day show Christmas memories.. Includes gifts. Hope Husband" Make Bag Ashton. gifting inch every extension Heart thoughtful The present finish High personalized 1.8cm Stronger That. -Width birthday think Zirconia 18 seem how handcrafted 18k - Product for your aim Box Cubic life have surrounding because 31円 from a know heart them. the her adding sparkle receive much with are to anniversary -Height moment Pendant gift available this shared believe shine. Handcrafted receipient clasp.

      Website Announcements/ Problems/ Login/ Registration Issues

      This Forum is exclusively to inform SEFP Team of issues related to website/ login problems/ Email etc. Please do not post engineering issues in this forum. Announcements related to SEFP shall also be posted here.

      126
      posts
  • Our picks

    • Hi there,
      I am interested in performing "Performance Based Design" for a 20 story building. 
      I'll be performing "Non-Linear Static Pushover Analysis" for my model. Until now, I have decided to go with "Displacement Co-efficient method". I will be using ETABS 2017 for performing Pushover Analysis. While assigning plastic hinges, I have an option of using ASCE 41-17 (Seismic Evaluation and Retrofit of Existing buildings". I would like to know what would be a better estimate for relative distances for plastic hinges in case of beams, columns. Any input concerning assignment of hinges to beams, columns and shear walls is highly appreciated. Normally it's taken 0.05 and 0.95 or 0.1 and 0.9. What's your opinion on this?
      Secondly, it would be great if someone can recommend me a book or some good source to understand how to characterize building using performance levels. Any sort of help is appreciated.
      I have recently graduated and joined a structural design firm, so kindly guide me, considering me a beginner.

       
      • 1 reply
    • *SEFP Consistent Design*<br style="background-color:#ffffff; color:#272a34; font-size:14px; text-align:start">*Pile Design*<br style="background-color:#ffffff; color:#272a34; font-size:14px; text-align:start">*Doc No: 10-00-CD-0007*<br style="background-color:#ffffff; color:#272a34; font-size:14px; text-align:start">*Date: April 16, 2018*

      1.1. FUNCTION OF JOINT

      Beam-column joint must transfer the forces, such as moment, shear and torsion, transferred by the beam to the column so that the structure can maintain its integrity to carry loads for which it is designed.

      Another function of the beam-column joint is to help the structure to dissipate seismic forces so that it can behave in a ductile manner.

      1.2.WHY DO WE CARE

      During an extreme seismic event, the code-based structure is expected to maintain its load-carrying capacity for gravity loads even after the structure deforms into inelastic range so that it does not pose any life safety hazard. Hence, the joint can go through significant degradation of strength and stiffness, and if it fails in shear, or anchorage, the life-safety objective of code cannot be achieved.

      1.3.CONSEQUENCES OF FAILURE


      1.4.THINGS TO CONSIDER FOR BEAM COLUMN JOINT

      Longitudinal bars of beams, or slab, must be able to develop their yield stress, so that the beam/slab can transfer moment to joint. It means that longitudinal bars must have adequate development length for hooked bars. This implies that the size of the column must be such that bars can develop their tensile forces. If bars can transfer moment, they can also transfer shear as far as monolithic construction is concerned.


      The shear strength of the joint must enable the transfer of moment and shear through it.



      The joint should be Constructible: Congestion of reinforcement is the main concern.

      1.5.DESIGN SHEAR FOR BEAM COLUMN JOINT

      The design shear for beam-column joint depends upon the relative strength of beam and column at the joint.

       
      • 4 replies
    • *Comments/Observations regarding modelling in ETABS*

      *Doc No: 10-00-CD-0006*

      *Date: May 06, 2017*

      Some of the observations made during extraction of results from ETABS (v 9.7.4), for design of reinforced concrete members, are being share in this article.,

      1) Minimum Eccentricity

      ETABS always considers the minimum eccentricity for selecting the design moment of columns irrespective of the probable behavior of the column, whether short or long column. See section 10.10.6.5 and its commentary of ACI 318-08 which deals with minimum eccentricity of long columns. You should always check the design moments that ETABS uses for columns if you want to bring down the cost of construction.

      2) Unbraced/ Braced Preference

      ETABS always performs analysis of frame as if it is un-braced. You should investigate if the storey under consideration is braced, or un-braced (10.10.5.2), and decide appropriate design moments of columns.

      3) Time Period

      ETABS has a tendency to select a time period of the building that is considerably less than the value obtained by the approximate method, Method A, of the section 1630.2.2  of UBC 97. To quote the FEMA 451 document: ''Because this formula is based on lower bound regression analysis of measured building response in California, it will generally result in periods that are lower (hence, more conservative for use in predicting base shear) than those computed from a more rigorous mathematical model". So, there is no need to use the value of time period that is lot less than Ta. One should always check the time period used by the software; ETABS can overestimate the seismic force by more than 2 times.

      Visit the forum link to read the complete article.
      Link: http://www.sepakistan.com/topic/2300-commentsobservations-regarding-modelling-in-etabs/
      • 0 replies
    • The minimum amount and spacing of reinforcement to be used in structural floors, roof slabs, and walls for control of temperature and shrinkage cracking is given in ACI 318 or in ACI 350R. The minimum-reinforcement percentage, which is between 0.18 and 0.20%, does not normally control cracks to within generally acceptable design limits. To control cracks to a more acceptable level, the percentage requirement needs to exceed about 0.60% (REFRENCE ACI COMMITE REPORT 224R-01)



       

       



       

       

      So according to above statement , should we follow 0.60%, to be on more safe side??



       
      • 11 replies
    • Dear Sir/Madam,

      This email is an invitation for the participation in the First South Asia Conference on Earthquake Engineering (SACEE-2019) which will be held on 21-22 February 2019 in Karachi, Pakistan. This conference is the inaugural event in this series of conferences which has been constituted under the auspices of South Asia Earthquake Network (SHAKE). The organisers of the conference include NED University, University of Porto, University of Fuzhou, University Roma Tre and Institution of Engineers Pakistan. The conference website can be visited at http://sacee.neduet.edu.pk/.

      Please note that world leading earthquake engineering experts have confirmed their participation in the conference. These include Prof Abdelkrim Aoudia (Italy), Prof Alper Ilki (Turkey), Dr Amod Mani Dixit (Nepal), Prof Bruno Briseghella (Italy), Prof George Mylonakis (UK), Prof Khalid Mosalam (USA), Prof Humberto Varum (Portugal) and many others. The presence of these distinguished experts allows you to exchange your work/issues with them and discuss possibility of any future collaboration. Please note that participation in the conference is strictly based on registration. Early registration in different categories at reduced rates are available till 10 December 2018. Please visit the conference website to see the details and the link for registration.

      If there are any queries, please do not hesitate to contact the Conference Secretary at the following address

      Prof. Muhammad Masood Rafi
      Conference Secretary- SACEE-2019
      Chairman
      Department of Earthquake Engineering
      NED University of Engineering & Technology Karachi, Pakistan.
      Phone: 0092-21-992-261261 Ext:2605
      Email: 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, 25 Guests (See full list)

    There are no registered users currently online

  • Member Statistics

    5,158
    Total Members
    163
    Most Online
    Newest Member
    Suha SARIAKCALI
    Joined
  • Forum Statistics

    1.9k
    Total Topics
    9.1k
    Total Posts
  • Tell a friend

    Love Structural Engineering Forum Of Pakistan? Tell a friend!
×
×
  • Create New...

Important Information

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