-;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;
-; BEAMS
-;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;
-
-(define (default-beam-space-function multiplicity)
- (if (<= multiplicity 3) 0.816 0.844)
- )
-
-;
-; width in staff space.
-;
-(define (default-beam-flag-width-function type)
- (cond
- ((eq? type 1) 1.98)
- ((eq? type 1) 1.65) ;; FIXME: check what this should be and why
- (else 1.32)
- ))
-
-
-; This is a mess : global namespace pollution. We should wait
-; till guile has proper toplevel environment support.
-
-
-;; Beams should be prevented to conflict with the stafflines,
-;; especially at small slopes
-;; ----------------------------------------------------------
-;; ########
-;; ########
-;; ########
-;; --------------########------------------------------------
-;; ########
-;;
-;; hang straddle sit inter hang
-
-;; inter seems to be a modern quirk, we don't use that
-
-
-;; Note: quanting period is take as quants.top () - quants[0],
-;; which should be 1 (== 1 interline)
-(define (mean a b) (* 0.5 (+ a b)))
-(define (default-beam-dy-quants beam stafflinethick)
- (let ((thick (ly-get-elt-property beam 'thickness))
- )
-
- (list 0 (mean thick stafflinethick) (+ thick stafflinethick) 1)
- ))
-
-;; two popular veritcal beam quantings
-;; see params.ly: #'beam-vertical-quants
-
-; (todo: merge these 2 funcs ? )
-
-(define (default-beam-y-quants beam multiplicity dy staff-line)
- (let* ((beam-straddle 0)
- (thick (ly-get-elt-property beam 'thickness))
- (beam-sit (/ (+ thick staff-line) 2))
- (beam-hang (- 1 (/ (- thick staff-line) 2)))
- (quants (list beam-hang))
- )
-
- (if (or (<= multiplicity 1) (>= (abs dy) (/ staff-line 2)))
- (set! quants (cons beam-sit quants)))
- (if (or (<= multiplicity 2) (>= (abs dy) (/ staff-line 2)))
- (set! quants (cons beam-straddle quants)))
- ;; period: 1 (interline)
- (append quants (list (+ 1 (car quants))))))
-
-(define (beam-traditional-y-quants beam multiplicity dy staff-line)
- (let* ((beam-straddle 0)
- (thick (ly-get-elt-property beam 'thickness))
- (beam-sit (/ (+ thick staff-line) 2))
- (beam-hang (- 1 (/ (- thick staff-line) 2)))
- (quants '())
- )
- (if (>= dy (/ staff-line -2))
- (set! quants (cons beam-hang quants)))
- (if (and (<= multiplicity 1) (<= dy (/ staff-line 2)))
- (set! quants (cons beam-sit quants)))
- (if (or (<= multiplicity 2) (>= (abs dy) (/ staff-line 2)))
- (set! quants (cons beam-straddle quants)))
- ;; period: 1 (interline)
- (append quants (list (+ 1 (car quants))))))
-
-
-;; There are several ways to calculate the direction of a beam
-;;
-;; * majority: number count of up or down notes
-;; * mean : mean centre distance of all notes
-;; * median : mean centre distance weighted per note
-
-(define (dir-compare up down)
- (sign (- up down)))
-
-;; arguments are in the form (up . down)
-(define (beam-dir-majority count total)
- (dir-compare (car count) (cdr count)))
-
-(define (beam-dir-mean count total)
- (dir-compare (car total) (cdr total)))
-
-(define (beam-dir-median count total)
- (if (and (> (car count) 0)
- (> (cdr count) 0))
- (dir-compare (/ (car total) (car count)) (/ (cdr total) (cdr count)))
- (dir-compare (car count) (cdr count))))
-
-
-
-;; [Ross] states that the majority of the notes dictates the
-;; direction (and not the mean of "center distance")
-;;
-;; But is that because it really looks better, or because he wants
-;; to provide some real simple hands-on rules?
-;;
-;; We have our doubts, so we simply provide all sensible alternatives.
-
-;; array index multiplicity, last if index>size
-;; beamed stems
-
-
-;; TODO
-;; - take #forced stems into account (now done in C++)?
-;; - take y-position of chord or beam into account
-
-;
-; todo: clean this up a bit: the list is getting rather long.
-;
-(define basic-beam-properties
- `(
- (molecule-callback . ,Beam::brew_molecule)
- (thickness . 0.42) ; in staff-space, should use stafflinethick?
- (before-line-breaking-callback . ,Beam::before_line_breaking)
- (after-line-breaking-callback . ,Beam::after_line_breaking)
- (default-neutral-direction . 1)
- (dir-function . ,beam-dir-majority)
- (height-quants . ,default-beam-dy-quants)
- (vertical-position-quant-function . ,default-beam-y-quants)
- (beamed-stem-shorten . (0.5))
- (outer-stem-length-limit . 0.2)
- (slope-limit . 0.2)
- (flag-width-function . ,default-beam-flag-width-function)
- (space-function . ,default-beam-space-function)
- (damping . 1)
- (meta . ,(element-description "Beam" beam-interface))
- )
- )
-
-