building design

good afternoon and welcome to thiswebinar on the building design suite. we're going to cover everything fromconcept through to construction drawings. so we're going to take our architectsdrawing and we're going to go through on into analysis and design all our multi-storybuilding or other type of building. my name's tommy quite i'm the sales managerhere. what i want to do first of all is

building design, just to work through a little powerpointpresentation. it won't take long to run through what it's all about. so here we go. the building design suite.the building design suite is a modular multi-material system that can importmodels from the dxf revit tekla

ifc we can men do when analysis oncomplicated multi-material arm models we can adjust drawings we can send thosemodels backyard to revered as we'll see in a moment armed we can then who can the designcomponents that we require to do steal composite concrete member connectiondesign even advanced dynamic analysis for more ships are vibrations responsefactors all of that all inside the one interface and of course we can then sendthat back through into the like the rabbit and arm ifc format files throughthe tackler and we can also purchase our see details and even simple dxf detailsso the nice thing is you do not need to

buy everything you take what you need i will explore that in greater detailnear the end of our webinar today just press the skip that and closed on thatand if you're wondering that is our new offices some six and a half thousandsquare feet we were in not so what i'm going to do is i'm going to go to myrabbit models fast we're sorry my other screen i'm going topull it a little rabbit model so we can take a rabbit model from the architectfrom the fabricator from whoever and we can go into our own added masters linkmanager and we can create a link or we can see available in settings or we cansubmit changes to the link so this is

the special little i don't we put intothe rabbit to allow you to submit all your darker and selling that out tomaster states and we can see we exported frames columns walls with differentmaterial types 33 sections one floor some guidelines levels armed everythingso just close that . so that's coming out from revenue i'm just to save time iwill and backed show you the model commend to wrap our the master so herewe are headmaster series looking at the samemodel that's come through with all its center beings and i think we'll find wedid play around with this middle of a large section here we've got some finiteelement sheer walls and we have somehow

merged members all coming throughthrough nicely into our master series model we can also handle the ifc formatwhich is used by technical and others are we can bring in models there and youcan also start from scratch bring in a boring dxf file our users as well as abusiness for your model and drove over it on import your wire frame from thereas well as well as important models from predefined systems we can also generateand draw our own models and it's very very straightforward card styleapplication so as i wanted to go in and create a new member i can come in and ican say i want to put eubie i don't want to actually put in a column

gonna say you see and it's going to betwo or three two or three so what i'm going to do is i'm going toput it over here i'm here i'm not stopping because all this grid on thisand then i'm going to raise it up on these were tipped this around i willthen be able to see that i'm stopping across the last column i could of courseoperative 390 gracie for harm and if i just do that again and then repeat willsee that it's 97 orientation so clicking over to have been i will take a nicelike being king see about all the different section sizes and differenttypes i cannot do a member on this case that's been retained 390 degrees so justcome back 0 draw it again and continue i

can also throw things into our otherfriends so if i was to come along and said that i wanted to put some tremorsand here i i can just choose something very small like a not w section of chsand put in something very small here say a 60 60 i can come in and if you lookcarefully i'm stopping this case at a hundred milcenters but i can just run along and i can type in 1.25 get press enter and itknows that that's my start . and then i can come orthogonal to that and i willsee if i turn on my length that that is the 1.25 year length so i can overrideany distances i have some fantastic tools in here for generating i don'tdefinitely don't want to see my lengths

anymore if i tech for example thissloping member i can create i'm going to stay with a circular section iv createanother member coming down and i can say i want to her however gonna get that was a memberreference there we go and i can i use that minus a up thatstep i want a 1.9 meters long as my drawing it up that member slope butcoming out so i have all the standard or account type tools plus some more thatwe feel irrelevant and without generating our members as we need to wecan create plant brain space screams like this without any problemswhatsoever so moving on and we look at

this little friend more detail will seethat we already have the gridlines came in from the record we also have ourlevels and put and we have some powerful regenerated but i'm going to close thisdone because i want to look at some typical friends for a moment just togive you an idea of the sort of stuff that we do or should one say correctlyour clients to so i'm going to open a file i'll not save this so i'm going togo into here and look at some typical friends real friends two-story building nice multi-story buildings a lovelybuilding with the curve from facade a school on three floors and then we haveanother office block with a lot of arm /

hines and a nice multi-storey on ibelieve that was a apartments so we can do quite a range of different was thatone will know thank you very very complex models this is just some of thestuff that our clients themselves do on a daily basis using this system for usso i'm going to cancel up i'm going to close this time i don't want thisanymore i'm just to save time i have another frame analysis and i in the background i'm going to work onso just close that done and pop this one up so this is the little frame and goingto work on i'm going to walk you through this friend and we're going to look ateverything that we can do inside this

spring this is not a typical printbecause when we turn on the three day we will see first of all we have concreteand gray we have composite beams and yellow steel and green and we also havethese big f sheer walls and floor slabs on a sheer core with some nice openingsput through it and the pirated you'll be able to see with the shading all theopenings are just because this is a frame-up years before this is anold-style rigid link type of members rather than the fda so if you're asmaller user honor you want to use just a similar message you can and becausethis is claimed to be multi-material i have up here

god on my roof a portal frame with somepressing and i just for the sake of demonstration put in a nice temper trustuncensored the demonstration i made the top and bottom members fledged being sothis is a flex beam with two plates of one wouldn't bring on the top one is tobeans on 1-click it so we can do both styles of rich people can also do themtop and bottom are if you so desire so that's my basic friend are not thatbasic and we'll see we also have self corn beans and we have asymmetricalbeams in the system so not moving on the next thing i want to count is theloading on the frame because that's the one of the big things

it's easy enough to bring in the modelfrom your card package or your architect is easy to put thesection sizes on the next thing you have to think about is getting the loading onthe frame on the old days you're busy one member of a member not an email moreon these modern systems allow you to do something called area loading some justclick the back to wire friend it just makes my life easier i'm justgoing to know in the art gravity error loading on the first time we've doneusing my levels over the left-hand side here 126 i've set up at each level thedesignation and what the loading our services mesh density and what you seelows are superimposed our dad plus live

load so we're seeing a five communitynote on the first floor second floor second is the same third floor onlytwo-and-a-half must be domestic us rather than commercial the rivers . 75and then the plant roof is . 6.25 so we have been able to set up on each levelwhat we want to use for the loading and that's great we've also been in the teller whetherit's composite and we see that it is not compass on the portal roof that's thankgoodness so just close that and moving on so what we've done with these if we turnon our area loading and draw the gravity

aaron loading we will see that we havegot different tenses in each level will see that right here we've got adifferent intensity here because we r / rode the default for the lab 170 righthere it is only 1.5 we can also apply in patch loads so somebody has put in aplant patch load right here and we also have the ability to playplace line note so if i was to retain around i believe somewhere somebodymight have put on some line notes i believe that the where someone knows butit must have been deleted not to worry i could align the dog veryquickly for you so that's how i easy it was are so iapologize there i'm just going to turn

all that off on come dine into a levelso let's go and view level two so this is my level i'll just put into the eyes of you so itlooks nicer that's just coming up from this year on the shaft will not worryabout that but coming through into my areas i can look at the panels so ididn't see this part has been defined and i just go and find this level and ijust click on this 1i can see that we're all spending this direction except forthese ones over here was responding and opposite direction and that's because itold it to go by shortest if i wanted this one this one also the span the samedirection all ever need to do is go and

make local change choose the panelchange the direction to be that way take this one change the direction to gothat way and i've overridden up on while i'm here i might as well put anadditional two kilonewtons of additional lured onto that panel that's has easieris under wanted to i could then copy that forward to that one as well so do ichange the loading on those i said about like notes let's put a line lord on hereand let's just put a line lord along this back wall so i'm going to put on i note here going to put all the wayalong here i'm going to give an intensity all 12 gallons or 12 collagenline load on that level

i don't put those internal externalwherever i want armed have done with it still not we have changed some of theareas of mid local changes to the loading so let's go back hard to ourfull freedom are look at the area learning again and we should see when weput on our patches and points we not have this landlord i don't really wantthe values are just not as pretty at the minute with the values i will see backaround here on level two there's the two panels will change thedirection of and applied an intense conditioning holding onto those panelsso loading is very very simple to apply i'm very very very by powerful that's inyour general friend

the other area we want to look out hereand about him dying the first floor and turn off this off is the fact that wehave fb nash's so we have an fe friend and if we could win to the mash we willsee that this is all one area and i'm just gonna ask it in the viewing options the show's fe measures so we're alreadyliving there be tunnels and we should be able when we come outside be able to seethe mashing itself because the matching is not important at this point in timeand fight so fi neither when i look at the fb editor i will see i have mysurface there we go and they also have attached beams aroundthis and i also have openings so have an

opening here and also have my loadingapplied several different nodes so interesting one some lightloads on this to the fe service couple . loads and awkward line load on the f8surface so it's very flexible and powerful on if i don't come back out tothe full friend just go back in viewing options asked to show everything againthank you very much . i'll just turn off my grid lines the next area is windloading and that's always lee another mine field so i go into my wind loadingi can go in and say where the building is if i'm in the uk ireland i canimmediately go into either mike gb site for my ra site one located much i'mbuilding which is looking to be if my

gases right up near someday somewhere ithink i do have some basic times i can choose if i go done date no i was a bit too far up i was probablyeverdeen i was at and not to worry they're not done d on't 㧠of ourmatches we can see our department fate the orientation of the buildingeverything in here we can see our roughness factors on our altitudes allthe details and we can come down and we can see here all the different pressuresare the different levels in the structures it's automatically poorlittle loud so long i need to do now is having chosen my site is to apply thewind loading services to the members so

let's look at the wind pounds and don'tknow why i lost to me with their just a second i pull that back again there we go windows just wasn't updatingthe screen so these are my little wind panels that i've got on the structure onif i look at the mall you'll see that i have quite a fewdifferent panels all generated so what i want to first of all it's just killedthose kill them all so i have no when pounds and i could come along and outerpanel and i could say it is from there to there to there and even these itdoesn't like those because those aren't part of the same group and up to theiri'm saying i'm going to spawn

horizontally or vertically i'll stayhorizontal a because it's gonna be shooting of some sort and i can then goand do another one but of course we don't need to because what we can do isdelete a lot again ask the program to have a go at finding all the panel'sitself on and in a few seconds it's identified that these are curvedsurfaces and there for each facet has its own service and you'll see we have aparapet separate from the rest of the wall and we also have here canopy andthen have our jewel pitch roof looking so that's my wind loading all doneautomatically very simply and very professionally so let's just displaythat again outside here and then let's

look at our wind loading so we can seethe pressures with high suction getting lesser and lesser to come across thestructure and if i turn on my shoes are usually sits . 6.6 coming down 2.2 andwe're getting another capture in here of this juice is a reentrant on corner when blowing in this directionwe're going high pressure to low leeward and thenagain on the opposite i'm going to see all of these coming through nice andneatly and then with the internal pressure for what we want to considerinternal pressure or even internal suction all these are all automaticallycalculated for you and you can even look

at the coefficients rather naturalintensity values on the way you go so that is so simple in its generation 9lastly in the analysis and we need to look at loading cases so knowing caseswe have are loading combinations for easter straightforward we are working onit must stress we worked primarily the to design codes british and euro codeswe also have south african but our primary codes are the british andeuropean we do not do american and we do not do indian codes and that was aquestions asked to some people and i apologize i should have said thatearlier night so you have all these different lovely-looking cases andpermutations are setup including our

swiss developed as an army cool andhorizontal forces emotional loads to check right the stability friend and allthat they can get quite complicated but we also have this system where we cancome along and it's just come onto the screen and we can generate differentpermutations of globes and you can see we elect to use 610 a and b but you cando decide how you want to do it and apply all the values but i'm not goingto do that because i've already analyzed this prim so i'm just gonna say cancelso loading combinations superb we can also do the p delta analysis you'regoing to have plastic models that you can say this member could form hingesand as analyzes up able to form the

hinges and redistributed if required so i'm just gonna combine to this andi'm not going to sit cause i just don't want to spend thetime on three analysis so there's my frame on a case you haven't gather allthe different colors represent different section sizes not going to turn off themulticolored and we want to look at output mean actually have all ourtabular output as you expect and we also have graphical so in wireframe there'syour fb managed by the way you have all your any moment so if i can back out andchange the skill you would say that yes that kind of makes sense what'shappening there and you'll see the

moments around the edges of the fb slotbecause we're doing it combined attached beam analysis and we can then go in tothe shell elements for our services so i'm just gonna look at club level one onthe first thing we're looking at here is in is come to come down and look at oneof these local cases and i'll see my maximum am exponents on my structure iwill also just to give you an idea and i always think it's an idea to check thatthe movement of the structure see how it's working this is our flesh the y-axis and a i goto contour map again i can see how that's working so we're under allsponsors loaded here if i do my

alternate one so i have max here men maxand many others did this one come back opening which does compromise its steadthis and therefore it does want to get done but if i then switch over to thissecond alternate you'll see men max men and all that's not very happy on marksand then of course we do the same in the opposite direction so we get our maximumover here under minimum here i believe are there and no was minimum here maximum here andthen we flip the outside and do the opposite there so we're able to do allour nice patterns of loading on her fb shells so that's our displacement thatwas your mx more importantly is the m rx

and ry the wooden our moments we can seethe big spikes here and i have already asked not to do peixe moving with picssmoothing we can take out the big contours of aegyo 3d you'll see the 3dcolors nicer the bank peaks here over the column heads i didn't mention beforethat my superstructure columns are not coincident internally with the groundfirst four columns on this lab supers big problems there and then the moreimportant thing is to look at the reinforcements oh area talk we can seewhere the reinforcement is required i'm from this you might decide wellthat's pretend coming down to the greens 1330 but we also have a lovelyadditional tool that we can use in the

fp as part of it just coming out andthat is these strips so if i look at my strips did i save my strips there we go that's step 3 on if i lookat my mx for my my we will see the nice diagram so i go up to the mx i'm notspawning out directions of i come down to and wine and i'm just going to scaleup with this week's it so 313 is a mind major moment here i'm 335 there sodesigning for that will certainly work but that's really overcooking the wholething because that's a point pic moment what we can do is we can do but a peaksmoothing unsay is clipped is 2.5 of a meter and apply and we're dying from 30225 but more importantly we could turn

around and say what i want to averagethis over a meter and a half and that's pulled it right done so over a meter anda half all column strip you only need to design for 200 not 315 all force sothese are all very very powerful useful tools for designing your slabs so it'sjust a wee bit inside the fda so let's not move on and we are a pass so welooked at analysis on fba the first half bar we know i want to cover alwaysdesign so closing that i'm coming out we want to win design medical back to fullfriend and first of all let's look out stainless on that my member here and ijust go and say right let's look at the roof was really the roof is the mostimportant area because most of the rest

is composite so what i'll do is i wouldjust go for the plan that's the plant roots of time one so we're not into the first floor and i can see eachof these members is giving me capacities some work some don't so first time round i can come along tothis member imagine said you go and all the size that i can also ask it toall-size all the visible members not brilliant but just our second imaginemija ball designed it how do i know that we're all workingwell that is where we use the sale of them we can scan this view and it'sgoing to run through and find for me if

any members field just want us doingthat there's no other thing martin looked after all the questions only twomembers feel in this area are it takes me to the first one the fields but oneof the nice things is we can then move to the next video is time and we can gobetween the two members of fields was this one this one and then i canactually is put it back in the plan view i can i see all my unity values for allthe members except the one i'm looking at we see that value to that's feelingby one . it i can ice were just that to the most critical free section size ormore importantly just the feeling ones so i can go to that feeling member and iasked it to resize go to this feeling

member and it's also tight-ass get theresize aren't a papa get a bike . effective length because it's taking allthe intermediate members and use those sorry let's use those two are restrained themembers automatically going to see this works so that's effective or section buti could possibly by scaling and sort of weight order get down to $time ishdeeper member that would work on a mic just do the same over this member aswell so what that member back to this one it is well it's very light sectionbecause it's new roof anyway so not work but the others are sore

wait order i wouldn't like to go anylower not and we have tools that coal is to filter so we got to say in our designnever give me anything less than 130 wife lunch so i can limit certain heighthere or i can tell it never give me a depth greater than 500 so 457 grid isgreat no blanket so we have those sorts of tools and facilities as well from aneight-point put part of you are advised to go it's just telling me that i should weanalyze will change something but i'm just going to scan for visible i'm justgoing to walk through these and it's going to give me the unity values of allthose was just traveling all the way

down through them thinking understandgoing to highlight the ones that are feeling we've done our designers steelwe can go and look for concrete design say no we're not going to do your partfoundations anyway we're going to have under piles or something so we will bedoing parts so we can design are attached beams and yes the tax beans canlook strange i'm gonna up this 1604 twenties and that's all ok then thebottom i'm going to increase that from 16 the twenties and not knowing is asolution is working if i come across to somewhere like here with sales so on mydesign of my album and how quite a deep 450d slab because of those . yours theupper floors coming down it kind and

upper floor plus a roof onto those arethat slab on my upper levels i then have a more traditional set ofreinforcement and you can see that i'm able to put two years around forcement and we see our shared wrongand everything for our design and everything here i see i can say wellwhat i get away with only three bars two bars and no just using the mice i canchange that and we do have the after design function as well column-wise isaid it wasn't doing the parts column-wise they're looking to be goodfor a call and that's looking to be good on upper column so i can design all mycolumns all my beans and the slabs were

designed inside the fba because an mbacriteria another is how simple it is to the concrete design we can analyze anddesign single members so if i took this column i could just analyze that i reesesighs that comes back correct if i was just to go and change that from 16 toits own and resize you'll see that was back saying we need 16 and i'm 216 mikeaway absolutely with two twelves no he wouldn't he wouldn't get away with 2 12/ side because we are going to have a problem with our type force check fromthe loads about below so i'm just going to for tension purposes bring it back upto 16 and we can export . to dxf we can print i'd are diagrams through intoautocad very straightforwardly we can

also interface with our master our cprogram to understand with our concrete we haven't saved our things so we gostraight back into composite design third material for to be considered thefinite so let's look just it's a level two and again secondary beans feelingpassing not passing feeling and primary beams subject primary beamhere and that's feeling i can ask it to go ahead and resize that and it's goingto attempt to do it and it's not getting very far i forgot i still have this 500 limit onmy sections are it is working other than the natural frequency but nowi guess we can ignore that actually

would probably do a response analysis onthe whole floor so we have that facility naturally also have this showing up theold unity values on the members have already looked on so scouting forfailures will actually show up all the ones or you can just pick them one at atime and you say some of these are working some weren't because we haven'tgone through a tunnel an official detailed design including on all our agebeans and we can do that quite easily but time is of the essence are we can at any stage design webopenings so if you wanted to put an opening into the big you can although inthis case the opening would have been

defined in the same analysis area so wewill ignore that we have the libraries for all your types of deck profiles andstarts and you can create and add your own in here are you design such acomposite design i'm gonna come back out again without spending too much time i'mwhat's left two things left in the design one is our ability to come alongand design the connections so yes we can design all the connections in ourfriends so let's go in and use our connections and you'll see again just tosave us some time and you get through our i have already set up someconnection so in my portal here i have a nice big yves joint

if i just there we go so there's my eaves and i can see mydesign everything is annoyed with because my port elastic very light hascome up with very small sections 127 with 76 because it's not spotting forit's only three meter centers so it's not that heavily loaded you probablywouldn't need a hunch and a way of the bolts at 50 centers are a bit too closetogether let's look at something about more detailed if i come down and look ata more typical connection i think this is going to be in level one or two yes it is level one we are designingthis beam to be our flex lamp lit and we

can see that we can get away with justhaving two sets of bolts and sisters room i would just come along and sayboth geometry vertical spacing push them down to 90 just to give a bit moreoverlooked we could obviously try and push that back the 7th and put it underthe rules that we so desire always see that the thing is perfectly signed i'mworking now i can also just in search mode nicey a more detailed design checkon a column and i will actually see that i am actually struggling in this case todesign the balls as a friend lit so the internet connection is not very happyhere so what i'm going to do is i'm going tocome along

turn off that smart men you are anotherjoint on this time simple connection being the column flexible lamp lit andi'm just going to link it again directly to this member and we should see that weget less failures we do have one or two little problems and that has to do with the fact ofdepth of these little amplatz down here on the web so we would just need to comealong i'm wear black pit and say it's some 200deep and then on the right clip said that's also 200 never thinks fine i'llstay there's just so much data here it's hardto see you can turn around and say only

give me the web or the plunge design iwill see your configuration there or the car complan so looking up this will see thatyou again we have this gap but the way it's designed it will work perfectlywell that's your man criteria on your joints are obviously one of the othernice facilities is developed about polymer base plates and i come back outhere to look up the full rim you'll see that i am getting a green with others sowhat i've done is i think this through to these so that are designing not justthe one loading case but in fact all the loading cases are up for all thosemembers were designing all these all

wanna go home see now that we have alittle bit of a problem it's just not happening with something and it'sdimensional failure rather than a details let's see what's wrong with it oh yeah we've gone for 400 meter shoescalled you need to go to 500 wide so that we can get everything working fineso best clip below technically with bear properly there's no alt attention it's really annoyed the counselors justno room to get the bolts they would like them clashing so 505 ponder nice wellspread our bolts and everything nine is gone white on the spine and we'relooking at are different cases for all

the different joints so we're looking atall of them looking all the different joints that are highlighted here inyellow all at one time were able not just look at the unluckiest plastic lookat all the different building kisses i'm going to say that is automatically knowworking perfectly fine and has no problems so i just checked my mic stillworking yes it is i just took my little switch so that is all ok so that's yourconnections i'm just going to lose that dun dun in this case account save it becauseseparate the last design component is the temper

so let us go and look at defined viewthe plant room and i can say that for example these little members are workingand we are using c24 i'm using 30 if i want to on 22 so what's that all money aninch-and-a-half by five we're going to smaller sections will see they all workfine i will see our being here is with the flesh pain on it is giving us allthe design and this member and then the bolts wilshere check the baron checks onthe spacing checks so we made nine it memorable it millimeter bolts are 400centers maximum and then staggered above and below the line to to get bestbenefit so it was a very detailed the

zoom in here you'll see actually that isi just lost the color on my plants have no idea should be showing up in theplate itself and blue but not to worry so timber so steel concrete compositetimber on connections all in the warm building environment your full wind loadfull gravity loads bringing in from rabbit all about in the one system i'mdoing your final elements so he's gonna close down here are think about where wetake this and where we protect this is back into been on week come along and we can say let's exportthis as an ifc and bring it into an ifc pure or into rabbit

and we come link it to an existing so iwant to see the changes to the existing submit the changes to the link on exporteverything so that's updating the link on i actually have this model so i go tothis on it is this one here want and bring it in and there's my model i canactually go into gardens master friend link manager armed i can update themodel from the link and it's going to come along honest little our glassupdate this existing model so update levels of dead elements are leave thelevels alone and just say okay that's no changed elements because i didn't haveto do any change and just say close so it's updated the model in this case withno changes not i have gone through eight

or nine different subjects here and eachone of these thoughts how its own webinar on steel design on composite onconnections on ben integration so there are some great videos out there on ouryoutube and website for you to get great benefit more the teaching rather thanthis shoe display of your interface so i'm sure then we also have the abilityto take a drawing an exporter as ga drawings so i can turn around andsay give me all of these or my kids maybe just that will to a level onemaybe level to sleep let's just take level 2 or level threelevel three and i can say i wanted drawn a 11 200 and i want to draw it as wesingle-stick headlines

i don't want all my forces i want myshare forces on any moments in any axles are gonna want them on the beams of lipi don't want to have them such that i only know about shear forces over 75engines axle so sheer over 25 was first moment i hear an axial over 50 precisionso i can then export them but i'm not going again do that because our accountitself moschino very slow these days to students to load so what i've done isi've done it already well as we can see we've got our membersas little stick lines with their section size are sheer studs on her mesh armedor share reactions these are all standard layers as you can see i cancome along and i can turn off layers as

i desire so i could turn off my shearforces and therefore they disappear i could turn off by i want to call them mash arm details ican turn off whatever i want to keep this as nice and clean as i can that's just a simple dxf export i'm anautocar but it could be any kind package because we export in a basic format sothe only thing i have not covered here is vibration analysis because it's notsomething you can really cover in a very very brief short time so instead what iwould do i'm just going to close that is i wouldpoint you are going to pull in my

website under videos you will see thereare some excellent videos under some fantastic video here the doctor got mycolleague is done on dynamic analysis and it is i just turn off that noisedon't really hear him talking it's more important to hear me so you can go through and see dose byusing see all about resonance build-up you can see all the by transientanalysis are everything here is covered a nice detail on for you so that isavailable to view at any stage on your dynamic analysis this frame here is a aa slob with some stairs i have to look at the response and one area to thefootball in different areas honest but

like it's saying you will the operatingcenter started by break when people walk a lot along the corridor right sidethat's all available to you so i just want to summarize and i think one of thebest ways to summarize magically kind of pause this is to look are not thewebsite but a little pricing program a little pricing sheet we have three different routes you cango for your building design suite you can go to your pot light or you canbuild your own now the building design suite is made up of our programs allbundled together very conveniently underneath nice tailored system so youdon't even have to think so right i want

to do still uncomfortable things so iwould need the 3d model our 3d analysis and the steel and the composite i don'tneed timber i don't need can actions i don't want final elements arms i don'tdo vibrations so i don't need those so i can get away with quite an economicalsolution but you also have to remember is that the prices will vary if youcontact us you will get them for your arm own country and everything comeswith a 12-month technical support and also we do offer good discounts onadditional copies so if you want a second copy today a second copy tomorrowthere is a very powerful discount night some might say why do we have thismonitor system well just for one of

explained that you don't have to takeeverything at once but also if you were networking it on a large system you canmake even greater savings because this is a typical example about our modernlast national armed consulting engineers they have 21 of our big analysis modulesbut the only have it encompasses 11 concrete and three steel we have to besteel because it doesn't take them a long time to do this design and theconnections they do those occasion they on the dynamic for response and findalbums so they were able to cut down the cost considerably not in my uk pricesand i was the x 21 copies of all this it will be 200,000 you know crazy madnessbut by taking and both the digital price

is kind under bottler basis everybody that 21user sweet for only 88,000 signs of the block like a lot but that's coming in ata very very competitive with considering the might of programs connection designfinal elements all coming into one system and then for your smallerconsultancy a similar style unable for these fabricators are you use oursoftware extensively they may do a lot of connection design of the dual a smallreminder but design unveiled and in their case maybe want to 190 mikeanalysis soul it is modular and is designed to give you what you need forthe minimum cost but also allows you

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