I have given my 2nd mates just this month of October...if I will clear them then all thanks will be to this channel and to Sir ur way of teaching...uh have made my doubts cleared beautifully...now only remaining exam is of stability...I have seen that uh have put some videos regarding that as well....I ll go through them as well...tysm sir...hope ur channel reach heights and so is u🙏🙏👍🏻👍🏻🙌🙌
Nice to know that you found the effort helpful. Best wishes for your results and remaining exams. Please do circulate the information as widely as possible. Currently working on two series - Stability & ROR. ALL THE BEST ANKUR !!
If during the simultaneous plotting, two meridians have been plotted by converting the d'long between them into departure, then the latitude used for converting this d'long to dep should be used to convert the dep read off from plot to d'long for final long. If not, then latitude in which dep is read off should be used. Hope I have answered your question. Best wishes
To keep it simple, have used latitude in which the departure is measured i.e. latitude of fix. M'lat is not necessary as the DR lat & Fix lat do not vary by too much & hence would not make any difference to results. Hope clear. Best Wishes
Good evening sir, i have a dbt on this question sir , i have followed same procedure as u mentioned but my answer and intersection points are slightly varying with ur answers , i have checked in ur vedio I think land point position in ur diagram is 001*14' w which should be for 15' kindly crct me if am wrong sir
The best teaching platform for mariners.
Thanks a lot Arvinder.
Kindly share the channel link in your groups.
Best Wishes
Excellent break up of explanation for easy understanding sir. Thanks a ton sir this video was very helpful
I have given my 2nd mates just this month of October...if I will clear them then all thanks will be to this channel and to Sir ur way of teaching...uh have made my doubts cleared beautifully...now only remaining exam is of stability...I have seen that uh have put some videos regarding that as well....I ll go through them as well...tysm sir...hope ur channel reach heights and so is u🙏🙏👍🏻👍🏻🙌🙌
Nice to know that you found the effort helpful. Best wishes for your results and remaining exams. Please do circulate the information as widely as possible.
Currently working on two series - Stability & ROR.
ALL THE BEST ANKUR !!
A must go through video for basics. Thank you sir for this efforts
You are most welcome
Thankyou very much Sir..
This video made my doubts cleared in just one go.
You are most welcome. Best Wishes
one of the best channel
Thanks a ton, Neeraj. Best Wishes
Very informative. Thank you very much sir for your efforts.
You are most welcome
Nice information provided on simultaneous observation...🙏🙏🙏
Thanks for liking. Kindly support our efforts in creating more of quality content by joining our membership drive. Best Wishes.
Very good sir
Sir can we use mean latitude to find d long for final position?
If during the simultaneous plotting, two meridians have been plotted by converting the d'long between them into departure, then the latitude used for converting this d'long to dep should be used to convert the dep read off from plot to d'long for final long.
If not, then latitude in which dep is read off should be used.
Hope I have answered your question. Best wishes
Very helpful sir
Kindly can u make videos on maximum azimuth
Sir Why are you using the formula dlong=dep/cos lat but not the dlong=dep/cos m'lat ?
To keep it simple, have used latitude in which the departure is measured i.e. latitude of fix.
M'lat is not necessary as the DR lat & Fix lat do not vary by too much & hence would not make any difference to results.
Hope clear. Best Wishes
Sir, if we want to use m'lat than we have to find the m'lat for DR lat and obs lat, right? Correct me if iam wrong sir.
Good evening sir, i have a dbt on this question sir , i have followed same procedure as u mentioned but my answer and intersection points are slightly varying with ur answers , i have checked in ur vedio I think land point position in ur diagram is 001*14' w which should be for 15' kindly crct me if am wrong sir
No issues. I plotted with approximate distance scale. If method is right, your answers may be more accurate.
Best Wishes
Sir, please can you upload a video about passage plan questions phase 1.
Hi Amit. Would surely consider. It may take some time as lot of requests have lined up. Many Thanks for reaching out.
Nicely explained sir can u please upload for staggard?
Working on it. God willing should post today or early tomorrow morning. Thanks
I think last question answer is wrong you took the brng for 330 but instead of 320