Rich_Winsor

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Posts posted by Rich_Winsor

  1. Personally I don't know what the moaning and groaning

    about the stairs tool is all about. I don't see anything

    wrong with the stairs.

     

    Here is an offering from my impossible construction

    series of images I like to call "Watch Your Step".

     

    WatchYourStep-1_zps8e8a029f.png

    This is a 100% genuine non-edited, non-retouched, non-exported for rework Chief generated image.

  2. That's nice Rich. I tried to do some mechanical pipes once and found it was difficult to get all the pieces aligned. Where did you get the 90's and T's, and how did you align the pieces?

     

    I found the fittings on 3D Warehouse under pipe fittings.

    They had several sizes and included alignment marks

    which they claimed would facilitate making the connections.

    It all looked good on paper but when I imported the symbols

    they wouldn't perform as advertised. It took a lot of blood,

    sweat and tears and lots of tweaking X, Y & Z coordinates

    to line things up. Luckily I only had to do one branch and

    then mirror it to the other side or I might still be pecking

    away. I don't know what the deal with 3D Warehouse is.

    Everybody says go there and every time I do I have some

    type of problem with the imported symbols. I think it's about

    time I take the bull by the horns and put some serious study

    into rolling my own.

  3. Well, I don't know if this thread is closed or not,

    but I will cast my vote for a decent search feature

    for the Library Browser. Seriously, I just did a search

    for a mailbox. How hard can that be? You can

    enter any combination of the word, upper case

    or lower case, singular or plural, hyphenated or

    two word and you will get the same result. Zip,

    Zilch, Zero, Nada. You can enter simply an "M"

    and scroll thru the dozens of items listed but you

    won't find a mailbox. In fact after you enter the

    first three letters you will get no results to scroll

    thru at all.

     

    Yet they are there. Maybe the question should be

    just what can you find using the search feature?

    post-126-0-00617800-1418713308_thumb.png

  4. For what its worth I had occasion to revisit this topic

    as I needed to model a culvert that was slightly more

    sophisticated than just a pipe in the ground. I ran into

    the same problem the OP had in that whenever I

    lowered the culvert into the terrain it filled the hole in

    the culvert. I experimented with Bill’s approach of

    putting plugs in the ends of the hole but I couldn’t

    make it work. However what did work for me was to

    place the culvert into a terrain hole of the identical size.

    Anyhoo… this is what I came up with.

    post-126-0-44062300-1418627432_thumb.png

    post-126-0-23578300-1418627457_thumb.png

    post-126-0-96650300-1418627473_thumb.png

  5. Perry, what do you consider "a very large file" to be?

    I did a 6 1/2 minute walkthrough of my 2 acre site plan

    and the file size was a tidy little 390 MB. Sheesh! If I

    continue to flesh out this plan the walkthrough might

    not fit on a DVD. I'm a little confused by what you are

    calling "screen capture videos". So what you are doing

    is piecing together a series of individual screen shots

    with a voice over as opposed to an actual animated

    (for lack of a better word) video? Care to post a little

    sample?

     

    BTW, not to hijack the thread but this was my first foray

    into using Dropbox and I must say that I am completely

    underwhelmed by the experience. My crappy little 20 

    second 4.5 MB fly around file posted above displays

    much better (crisp image and smooth as butter rotation)

    with the Windows Media Player than it does when displayed 

    on the dropbox link. Is this one of those you get what you

    pay for deals and since I didn't pay anything (i.e. free

    version) I'm getting what I paid for? And oh yeah, that

    annoying "sign up for dropbox" window that appears on 

    the link, am I right in assuming that it would go away if I

    cough up the 10 bucks a month for the pro version?

     

     

  6. I was just messin' with ya Glen. I suspected there

    was more to it which is why I put a question mark

    after my original reply. The OP mentioned that he

    wanted to rotate the plan and the terrain and the

    tool in question does do that. Actually I may be the

    second person to have actually used the tool. I used

    it to rotate a long skinny site plan 90° so it would fit

    the shape of my monitor. So far the only drawback 

    I have noticed is that I have had to rotate my sun

    angle 90° also.

     

  7. Well see, there you go. I knew it was a trick question.

    Why on earth would anybody use the "Rotate Plan View"

    tool to rotate the plan view?   :huh:  :wacko:  :blink:  :unsure:  :rolleyes:  ;)

     

    BTW, I strongly advise not using my suggestions too. B)

     

     

  8. I think the real problem here is that you are detailing in Solid Works. :)

     

    This project is a non-denominational interdisciplinary undertaking.

    The original concept was conceived with a #2 pencil on a sheet

    of 8 1/2 x 11 graph paper. I took that original and deciphered it 

    with AutoCAD to get a workable as built and proposed floor plan.

    Feeling the need for 3D details I started creating a 3D framing

    model with SolidWorks. While this was fine for the type of details

    pictured it was a laborious process which had me looking for a 

    better solution for producing a complete framing model. This led

    to the purchase of Home Designer Pro. Now while Pro was

    probably all the program I really needed for this project Chief

    kept bombarding me with offers to upgrade to Chief Premier

    until finally in a moment of weakness I caved in and bought the

    whole enchilada. And that in a nutshell is how I arrived here.

    post-126-0-48841100-1416903408_thumb.png

    post-126-0-36565900-1416903572_thumb.png

    post-126-0-87843900-1416903638_thumb.png

    post-126-0-10408400-1416903698_thumb.png

    post-126-0-42403600-1416903940_thumb.png

  9. GET BENT

     

    Mind you that text looks like it could do with being curved upwards to match the doorway, you could use the "Bend it like Beckham" technique, which is obliviously  too well known to require further explanation.

     

    Beckham? ...... Beckham? Oh yeah, you mean Mr. Posh Spice. :)

     

    There is another Beckham playing football now and last night he

    gave new meaning to "Bend it like Beckham" with a catch that is

    being called the greatest of all time by many.

     

    http://espn.go.com/blog/new-york-giants/post/_/id/40499/giants-odell-beckham-jr-makes-incredible-one-handed-touchdown-catch

     

    PS. It's worth suffering thru the obligatory ad to see the shots.

  10. Thanks guys, I need to process all that info but

    I haven't seen anything yet to dissuade me from

    continuing with the I-Beam approach. I figure if

    worse comes to worse we can always designate

    the great room as a hard hat only area and if the

    ceiling does come down we'll just say that it was

    San Andreas fault. :)

  11. In the grand scheme of things it doesn’t amount to a hill of beans,

    but for me this project has consumed my every waking moment for

    the last 18 months. So here is the deal. To get any kind of a workable

    floor plan in my farmhouse remodel project I need to replace a load

    bearing wall with couple of steel I-Beams. What I’d like to know is

    how I-Beams are customarily tied into a typical wall framed with 2x6

    studs? In my situation I am dealing with an 8’ ceiling with a span of

    about 18’ between 2 walls which are framed with 2x6 lumber. I’m

    guessing that some sort of steel tubing with flanges welded on the

    ends are customarily used to support the I-Beam but I see no reason

    why a 4 x 6 wood beam wouldn’t do the trick. The I-Beams only weigh

    12.5 lbs per foot as opposed to about 10 lbs per foot for a Douglas Fir

    4 x 12. My plan is to jack the I-Beams up underneath the existing ceiling

    joists and then support them with the 4x6 posts to carry the load to the

    foundation. I have come up with a design which I think should do the

    trick but I would be interested in feedback from anybody who might

    have first-hand experience installing I-Beams. Because the ceiling is

    relatively low (and I am relatively high, 6’ 6”) it is imperative that the

    beams protrude down into the room as little as possible. This is why I

    have decided on the steel I-Beam approach as opposed to a 4 x header

    or some type of structural composite lumber beam. If I can pull it off I

    should be able to encase the I-Beams in a soffit and have myself a poor

    mans coffered ceiling.

     

     

    Kindly peruse the attached thumbnails and let me know what you think.

     

    post-126-0-23857400-1416464038_thumb.png

    post-126-0-29347800-1416464053_thumb.png

    post-126-0-34360400-1416464070_thumb.png

    post-126-0-78957700-1416464087_thumb.png

    post-126-0-95380000-1416464104_thumb.png

  12. Don't get me started Curt. You can throw the bankers

    in there with the politicians. They are all thick as thieves,

    that bunch. My wonderful financial institution recently

    tried to stick a $20 service charge on my "high yield"

    savings account. I had to explain to the bank manager

    in a voice that everybody in the establishment could

    hear, that if I allowed them to take that money out of my

    account it would mean that I would have been better off

    financially if I had kept the money in my mattress because

    the annual percentage yield earned on that savings

    account is 0.08. That's right, were not talking a meager

    8 tenths of a percent, we're talking 8 hundredths of a

    percent.

     

    BTW, I went back about a week later and withdrew all

    my funds from that bank and deposited them in the bank

    across the street. When they asked why I was closing

    my accounts I told them it was because I don't like

    having an adversarial relationship with the people I'm

    entrusting my money to. Of course I'm not getting a better

    deal across the street but it still makes me feel better. :huh: