I am not sure how you draw the 1000m strike line.how do you find that point on the left. Why It is 1155m from the 800 strike line ( also point A) and horizontally and vertically? I understand it should be perpendicular to the dip
No, you want to make sure you are using your true dip value in that equation, which is what I get in the work for the bottom triangle on the right hand side of the page. Good question.
Honestly? Metric field data and then working in feet and inches? Only in the US......
Sorry but i'm confused, how did you get the units for A,B and C to be 100, 20 and 200m respectively?
it is given in the problem sir
Can you provide a digital copy of that page for those of us using your video to create study notes with examples?
Can you calculate the thickness of unit B and D for this map? please
What dictates moving from point A to B as opposed to going from B to A when placing strike contact?
i am also confused by this
I am not sure how you draw the 1000m strike line.how do you find that point on the left. Why It is 1155m from the 800 strike line ( also point A)
and horizontally and vertically? I understand it should be perpendicular to the dip
Thank you very much
Thank you for the Video Mme. Please your Volume is very low
What we’re the units before that made her multiply 30 by 38.5
Thank you so much
Up
Nice but get a normal ruler 📐
It is a protractor and the right tool for many mapping calculations.
Honestly, confusing
was the last equation supposed to be 9.6 instead of 9.8 for apparent dip?
thanks for the video
No, you want to make sure you are using your true dip value in that equation, which is what I get in the work for the bottom triangle on the right hand side of the page. Good question.
@@kc_structuralgeology6992 ok thank you that makes sense, in the video you say apparent dip but use the Tru dip value, thanks for the clarification