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      Technical Drawings 
      
      Usually, a set of
      technical drawings consists of a Body view, a Profile view and a 
      Plan view.  The Plan view is 
      sometimes called the “Seagulls’ view”. 
      The Plan view is divided by the longitudinal centerline into two 
      halves that are each other’s mirror image. 
      For that reason the drawing can be simplified to an illustration of 
      one side on the centerline.  
      It is called the half-Breadth view. 
      See figure 2-1. 
      
      Once you become 
      familiar with and accustomed to the “set of plans”, it is easy to
      forget that they are nothing else than projections that often give a 
      complete different, sometimes distorted picture from the reality. 
      To give an extremely striking example: 
      A straight line in a Profile and half- Breadth view can show up as 
      just a single dot in the Body view, i.e., the center line. 
      Only by looking at the first two illustrations do we become aware 
      that the dot in the Body view represents a full straight line. 
      
      Another example is that a circle can show up as a 
      straight line in two projection planes. 
      Only the third projection will give us the real picture. 
      
      
      
      
      Plans of a Double-Ender
      
      Figure 2-1 shows the three projection drawings of a 
      16-ft. Double-Ender with constant flare. 
        
      
      
      
      Fig. 2 - 1  
      Set of plans of 
      a Double-Ender 
      
      In de Half-Breadth and Profile view the sheer lines 
      show up as parts of elliptical curves. 
      In the Body view that sheer line is a straight line! 
      
      Also, the sheer line in the Body view is the 
      hypotenuse of a right triangle. 
      That right triangle conforms to the other right triangle above it 
      on the side.  The hypotenuse 
      of this second right triangle is the side panel of the hull. 
      The angle between the long leg and the hypotenuse of that right triangle 
      represents the constant flare angle 
      of the side panel. 
      
      In the right triangle of which the sheer line is the 
      hypotenuse, the horizontal (long) leg represents the
      width of the half-Breadth at Beam 
      in the half-Breadth view.  This width is 
      1/8 LOA 
      
      = 24". 
      
      The vertical (short) leg of this triangle is the
      Profile height at Beam in the Profile view. 
      IF that Profile 
      height is 
      
      10", 
      the hypotenuse/sheer line is 
      
      
      26" according to the theorem of Pythagoras 
      
      
      (a2  = b2
       + c2). 
      
      The late John Gardner states on page 43 in
      The Dory Book that the sheer 
      line of the Double-Ender is a “natural 
      curve”.  By definition 
      that means “part of a circle (arc).” 
      
      A chord is a straight line on which a circle arc 
      stand.  The half-Breadth view shows us clearly that chord. 
      It is the centerline of the drawing. 
      The length of the chord = the length of the centerline = the 
      Overall Length:  
      
      LOA =16 ft. = 192" 
      
      
      
      To draw the real sheer line has now become the grade-8, secondary school, 
      mathematical problem how to draw a circle arc on a chord when you know the 
      length of the chord, and the height of the arc above the chord. 
      
      
      Rephrased, the real question is: Calculate the 
      radius of a circle arc standing on a chord. 
      The chord is 192", the height of the arc is 26". 
      
      I obtained my 
      high school certificate in 1939. 
      Since that time, all that I had ever used from all the mathematics 
      that I had crammed in high school was Ohm’s Law, which is expressed by the 
      formula 
      V = I x R. 
      
      I had needed the 
      formula to figure out the rating to replace a blown-out Xmas-tree light in 
      a series string.  My knowledge 
      of mathematics had stifled, and rusted over in a far away corner of the 
      brain box.  I searched some 
      old school books that my by-this-time-married children had left behind. 
      But having learned mathematics in Holland, I had a hard time with 
      the expressions of the English language equivalents in 1990, 50 years 
      later.  I experienced one of 
      the very few moments that I felt lost. 
      
      An accidental 
      fall into a seven-feet deep hole landed me on a concrete basement floor 
      and subsequently in the hospital with a broken Ischium bone. 
      In the other bed was a cabinetmaker with a locked shoulder. 
      
      He read a 
      woodworker’s magazine.  I was 
      reading WoodenBoats.  Hospital days are very long, especially if you are not real 
      sick.  The next day we 
      switched magazines.  On page 4 
      was the solution of my problem. 
      All you need is to apply the Pythagorean equation. 
      See figure 2-2.  The 
      applicable numbers are already put in 
        
      
      
      Fig. 2 - 2  
      Radius of a 
      circle arc segment on a chord 
      
      
      
      THE KEY 
      
      Do I hear the 
      question:  Now that you can 
      calculate the radius of the sheer line circle arc, 
      
      
      SO WHAT? …  
      
      In the month that I was forced to sit out the healing 
      of my broken bone, I discovered that once I knew the radius of the sheer 
      line, it is easy to figure out: 
      1.  
      The height of the arc at each station.  That 
      determines the exact location of 
      the station lines in the Body 
      view.  They can be drawn in 
      into figure 2-1.  See figure 
      2-3. 
      2.  
      Once you do that, all the values of the Profile heights and 
      half-Breadth at the stations are at your fingertips. 
      You can compile the offset table of the hull lines 
      
      3.   The exact real 
      bevel angles of the cross frames 
      and the transom. 
      
      4.   The width at 
      each station, and the total length 
      of the expanded side panels 
      
      5.   The length, the
      shape, the
      rake, and the crosscut 
      angle of the (bow) stem). 
      
      6.   The measurement 
      and the shape of the bottom. 
      
      
      
      What is more important:  It 
      was no longer necessary to calculate any of these figures. 
      A full-sized Body view drawing reveals all this information. 
      Take off the measurement with a dividers compass. 
      Transfer them to the building material directly. 
      A method that is far more accurate and certainly faster than 
      measuring with a ruler and loft the hull from the offset table. 
      Profile and half-Breadth drawings have become redundant. 
      Offset tables, often a primary cause of troubles, are no longer 
      needed. 
      
      A successful project starts with an accurate 
      technical drawing. 
      
      My technical drawings are reduced to a circle arc on 
      a chord, and a right triangle. 
      
      You can’t go far wrong with that, or improve the 
      degree of accuracy!  Even if 
      the drawings are scaled down to the easy to handle size of ¼, a high 
      degree of accuracy can be achieved. 
      On top of that, 
      IF 
      you know how to use the Staedtler-Mars scale (ruler) #987 18-34 and make 
      the drawing on one-inch-grid graph paper, you can use the same figures 
      from the full-sized illustration. 
      
      No conversion calculations, not the slightest 
      chance of making mistakes.  
      Practically, a foolproof method. 
      
      
      
      My “SET OF PLANS” for The Double-Ender 
      
      Figure 2-3A and B are just that. 
      In figure 2-3B, the locations of the station lines are plotted onto 
      the hypotenuse.  Since the 
      vertical middle line divides the drawing into two mirror-image-equal 
      halves only one half is drawn, just as the half-Breadth drawing replaces a 
      full Plan view illustration. 
      
      In figure 2-3B the long, 
      
      
      24", 
      horizontal leg of the right triangle is the half-Breadth at Beam. 
      The vertical, 
      
      10",
      short 
      leg is the Profile height at Beam. 
      
      The 
      
      26" 
      hypotenuse represents 
      
      hn = hBeam = h8. 
      
      For clarity, only the locations of the
      even-numbered station lines are 
      plotted on the hypotenuse.   Besides that, more frames are seldom necessary. 
      
      If both drawing 
      are made on one-inch-grid graph paper, the numbers of the offset tables 
      can be “read-off” from the drawing. 
      
      As mentioned before, it is a lot quicker and more 
      accurate to transfer the dimensions to the material with a dividers 
      compass.  Good bye and good 
      riddance offset tables! 
      
      If any of the readers can shows me a better, faster, 
      and more accurate way, IMHO, I think, we all like to hear about that. 
      
      The drawings also make a Profile and a half-Breadth 
      view redundant, be it with one
      definite and
      one possible exception. 
        
      
      
      Fig. 2 - 3.  
      
      
      Actual sheer line circle arc (A) 
      Body view of the sheer line arc (B) 
      
        
      
      
      
      Note: The drawing A and B are made to scale. 
      However, for clarity, the scale of drawing B is 4 times the scale 
      of drawing A 
      
      
      
      The Exceptions:  Bow stem and 
      Transom 
      
      The real 
      shape of the bow stem can be 
      seen only in the Profile view. 
      Also, if the hull has a raked transom, its real length and rake 
      angle only show up in the Profile view. 
      
      Before this is 
      explored, you have to get acquainted with a couple of other
      short cuts that facilitate building a hard-chined hull. 
      That will be shown and discussed later. 
      
      
      
      Cross Frame Bevel Angles 
      
      To obtain the maximum “bearing” surface for a good 
      connection to the side panels, the side edges of the cross frames and the 
      frame linings are beveled.  
      See figure 2-4.  A skilled 
      carpenter has no difficulty with that. 
      If it does not fit perfectly, a couple of strokes with a plane, et 
      voila´. 
      
      Plywood edges and narrow lining battens are difficult 
      to plane.  Beginning amateurs 
      usually don’t have good carpenter’s skills. 
      I should know, because I don’t have them still. 
      
      But the skill is not necessary. 
      The bevels are easily cut with a table saw. 
      
      Never take the 
      bevels from the half- Breadth view. 
      They are always wrong. 
        
      
      
      Fig. 2 - 4  
      Side panel 
      “bearing” on cross frame 
      
      
      
      A bevel angle of a cross frame is equal to the center point angle between 
      the radius of that particular station and the radius at Beam.  See figure 2-5.   
        
      
      
      Fig 2 - 5  
      The cross frame 
      bevel angles are equal to the center point angles 
      
      The sine of the center point angle X4 is 
      
      Sin angle X4 = d4/R = 48/190.23 = 0.252326.  The angle 
      
      X4 = 14.615º.  In the same way, 
      
      
      Sin angle X2 = d2/R = 72/190.23 = 0.3785.  The angle 
      
      X2 = 22.24º, and 
      
      Sin angle X6 = d6/R = 24/190.23 = 0.126.  The angle 
      
      X6 = 7.25º 
      
      
      The pleasant thing is that you don’t need to do any 
      calculation!  Transfer the 
      size of each center point angle of the actual circle arc drawing to a 
      triangular piece of scrap plywood as shown in the drawing. 
      Place that right-triangular template with its short leg on the 
      table.  Tilt the saw against 
      the hypotenuse.  The bevel 
      cuts will be “dead on”.  
      Cutting the templates goes faster than making the calculation. 
      
      Mark the 
      templates clearly, because they are needed for #10 frame (= #6), #12 frame 
      (= #4), and  #14 frame (= #2).  That way, the bevel angles of the corresponding frames are 
      perfectly equal. 
      
      Sheers and 
      Chines, Barend.  |