Der Krahn
About points...
We associate a certain number of points with each exercise.
When you click an exercise into a collection, this number will be taken as points for the exercise, kind of "by default".
But once the exercise is on the collection, you can edit the number of points for the exercise in the collection independently, without any effect on "points by default" as represented by the number here.
That being said... How many "default points" should you associate with an exercise upon creation?
As with difficulty, there is no straight forward and generally accepted way.
But as a guideline, we tend to give as many points by default as there are mathematical steps to do in the exercise.
Again, very vague... But the number should kind of represent the "work" required.
When you click an exercise into a collection, this number will be taken as points for the exercise, kind of "by default".
But once the exercise is on the collection, you can edit the number of points for the exercise in the collection independently, without any effect on "points by default" as represented by the number here.
That being said... How many "default points" should you associate with an exercise upon creation?
As with difficulty, there is no straight forward and generally accepted way.
But as a guideline, we tend to give as many points by default as there are mathematical steps to do in the exercise.
Again, very vague... But the number should kind of represent the "work" required.
About difficulty...
We associate a certain difficulty with each exercise.
When you click an exercise into a collection, this number will be taken as difficulty for the exercise, kind of "by default".
But once the exercise is on the collection, you can edit its difficulty in the collection independently, without any effect on the "difficulty by default" here.
Why we use chess pieces? Well... we like chess, we like playing around with \(\LaTeX\)-fonts, we wanted symbols that need less space than six stars in a table-column... But in your layouts, you are of course free to indicate the difficulty of the exercise the way you want.
That being said... How "difficult" is an exercise? It depends on many factors, like what was being taught etc.
In physics exercises, we try to follow this pattern:
Level 1 - One formula (one you would find in a reference book) is enough to solve the exercise. Example exercise
Level 2 - Two formulas are needed, it's possible to compute an "in-between" solution, i.e. no algebraic equation needed. Example exercise
Level 3 - "Chain-computations" like on level 2, but 3+ calculations. Still, no equations, i.e. you are not forced to solve it in an algebraic manner. Example exercise
Level 4 - Exercise needs to be solved by algebraic equations, not possible to calculate numerical "in-between" results. Example exercise
Level 5 -
Level 6 -
When you click an exercise into a collection, this number will be taken as difficulty for the exercise, kind of "by default".
But once the exercise is on the collection, you can edit its difficulty in the collection independently, without any effect on the "difficulty by default" here.
Why we use chess pieces? Well... we like chess, we like playing around with \(\LaTeX\)-fonts, we wanted symbols that need less space than six stars in a table-column... But in your layouts, you are of course free to indicate the difficulty of the exercise the way you want.
That being said... How "difficult" is an exercise? It depends on many factors, like what was being taught etc.
In physics exercises, we try to follow this pattern:
Level 1 - One formula (one you would find in a reference book) is enough to solve the exercise. Example exercise
Level 2 - Two formulas are needed, it's possible to compute an "in-between" solution, i.e. no algebraic equation needed. Example exercise
Level 3 - "Chain-computations" like on level 2, but 3+ calculations. Still, no equations, i.e. you are not forced to solve it in an algebraic manner. Example exercise
Level 4 - Exercise needs to be solved by algebraic equations, not possible to calculate numerical "in-between" results. Example exercise
Level 5 -
Level 6 -
Question
Solution
Short
Video
\(\LaTeX\)
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Exercise:
Bestimmen Sie die Masse M so dass der Krahn vgl. Abbildung nicht umkippt sofern man keine zusätzliche Last anhängt. Der Schwenkarm sei a_s m und der Lastarm a_l m lang sofern man ihn von der Drehachse aus misst. Die Masse pro Länge der Arme beträgt sigma kg/m. Die Masse M habe einen Abstand von der Drehachse von a_m .m. Die Drehachse geht durch die Mitte des Sockels hindurch. center tikzpicturescale. drawvery thick - -- ; drawthick -- -- -- ; drawthick -- -- -- ; drawthick - -- -- -- - -- -; drawthick .. -- . .; drawtriangle -triangle .. -- -.; node at . . a_s; drawtriangle -triangle .. -- .; node at . . a_l; drawthick .. -- . -- . -- .. -- ..; node at . M; drawthick .. -- . .; drawthick . -- .; drawtriangle -triangle .. -- .; node at .-. a_m; tikzpicture center
Solution:
Das Hebelgesetz lautet: F_sfraca_s F_lfraca_l + Mga_m wobei F sigma a g daraus folgt: sigma a_sgfraca_s sigma a_lgfraca_l + Mga_m. Vereinfacht man diese Gleichung bekommt man: M fracsigmaa_s^-a_l^a_m approx kg.
Bestimmen Sie die Masse M so dass der Krahn vgl. Abbildung nicht umkippt sofern man keine zusätzliche Last anhängt. Der Schwenkarm sei a_s m und der Lastarm a_l m lang sofern man ihn von der Drehachse aus misst. Die Masse pro Länge der Arme beträgt sigma kg/m. Die Masse M habe einen Abstand von der Drehachse von a_m .m. Die Drehachse geht durch die Mitte des Sockels hindurch. center tikzpicturescale. drawvery thick - -- ; drawthick -- -- -- ; drawthick -- -- -- ; drawthick - -- -- -- - -- -; drawthick .. -- . .; drawtriangle -triangle .. -- -.; node at . . a_s; drawtriangle -triangle .. -- .; node at . . a_l; drawthick .. -- . -- . -- .. -- ..; node at . M; drawthick .. -- . .; drawthick . -- .; drawtriangle -triangle .. -- .; node at .-. a_m; tikzpicture center
Solution:
Das Hebelgesetz lautet: F_sfraca_s F_lfraca_l + Mga_m wobei F sigma a g daraus folgt: sigma a_sgfraca_s sigma a_lgfraca_l + Mga_m. Vereinfacht man diese Gleichung bekommt man: M fracsigmaa_s^-a_l^a_m approx kg.
Meta Information
Exercise:
Bestimmen Sie die Masse M so dass der Krahn vgl. Abbildung nicht umkippt sofern man keine zusätzliche Last anhängt. Der Schwenkarm sei a_s m und der Lastarm a_l m lang sofern man ihn von der Drehachse aus misst. Die Masse pro Länge der Arme beträgt sigma kg/m. Die Masse M habe einen Abstand von der Drehachse von a_m .m. Die Drehachse geht durch die Mitte des Sockels hindurch. center tikzpicturescale. drawvery thick - -- ; drawthick -- -- -- ; drawthick -- -- -- ; drawthick - -- -- -- - -- -; drawthick .. -- . .; drawtriangle -triangle .. -- -.; node at . . a_s; drawtriangle -triangle .. -- .; node at . . a_l; drawthick .. -- . -- . -- .. -- ..; node at . M; drawthick .. -- . .; drawthick . -- .; drawtriangle -triangle .. -- .; node at .-. a_m; tikzpicture center
Solution:
Das Hebelgesetz lautet: F_sfraca_s F_lfraca_l + Mga_m wobei F sigma a g daraus folgt: sigma a_sgfraca_s sigma a_lgfraca_l + Mga_m. Vereinfacht man diese Gleichung bekommt man: M fracsigmaa_s^-a_l^a_m approx kg.
Bestimmen Sie die Masse M so dass der Krahn vgl. Abbildung nicht umkippt sofern man keine zusätzliche Last anhängt. Der Schwenkarm sei a_s m und der Lastarm a_l m lang sofern man ihn von der Drehachse aus misst. Die Masse pro Länge der Arme beträgt sigma kg/m. Die Masse M habe einen Abstand von der Drehachse von a_m .m. Die Drehachse geht durch die Mitte des Sockels hindurch. center tikzpicturescale. drawvery thick - -- ; drawthick -- -- -- ; drawthick -- -- -- ; drawthick - -- -- -- - -- -; drawthick .. -- . .; drawtriangle -triangle .. -- -.; node at . . a_s; drawtriangle -triangle .. -- .; node at . . a_l; drawthick .. -- . -- . -- .. -- ..; node at . M; drawthick .. -- . .; drawthick . -- .; drawtriangle -triangle .. -- .; node at .-. a_m; tikzpicture center
Solution:
Das Hebelgesetz lautet: F_sfraca_s F_lfraca_l + Mga_m wobei F sigma a g daraus folgt: sigma a_sgfraca_s sigma a_lgfraca_l + Mga_m. Vereinfacht man diese Gleichung bekommt man: M fracsigmaa_s^-a_l^a_m approx kg.
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