Terima kasih atas maklum balas. Moga dapat membantu dalam pelajaran anda & moga maju jaya.
@azraasyqin39063 жыл бұрын
faham step yg ditunjukkan jdi mudah kalau nk buat latihan cuma tgok je video ni👍👍
@ts.khairolbinkamaruddin62573 жыл бұрын
Terima kasih. Moga bermanafaat.
@nurulaineezuzanee81214 жыл бұрын
Nice one! Explanation is very detailed. My lecturer is the best 👍👍
@ts.khairolbinkamaruddin62574 жыл бұрын
Glad to hear that
@queyusra14363 жыл бұрын
nice explanation for civil student
@ts.khairolbinkamaruddin62573 жыл бұрын
Thanks for your support.
@maznijamalludin44372 жыл бұрын
Assalamualaikum Tuan, nak tanya kalau foundation bentuk trapezium, kiranya nanti kita kena less 1/2 height untuk trapezium ke?
@ts.khairolbinkamaruddin62572 жыл бұрын
Wsalam. Maaf lambat reply. Betul Cik Mazni.
@aidilnatalianogurubot49202 жыл бұрын
sir, is there any of your video channel about taking off earthwork for embankment?
@ts.khairolbinkamaruddin62572 жыл бұрын
Sorry. No video yet. May I know method that you for that calculation? Is it grid method?
@aidilnatalianogurubot49202 жыл бұрын
@@ts.khairolbinkamaruddin6257 cross section method sir
@ts.khairolbinkamaruddin62572 жыл бұрын
@@aidilnatalianogurubot4920 got it. Will look forward in creating that video.
@mohamadsallehuddin79083 жыл бұрын
Encik kalau tak buat by section boleh ke?
@ts.khairolbinkamaruddin62573 жыл бұрын
Boleh. Asalkan boleh cover semua kawasan terlibat. Kaedah by section untuk bg mudah nak kira secara manual & utk semakan. Jika ada dwg CAD. Boleh dapatkan terus area yang terlibat guna CAD tu je.
@mohamadsallehuddin79083 жыл бұрын
Okay encik. So cara kira dia C/1-5 dan 1/A-C betul tak?
@ts.khairolbinkamaruddin62573 жыл бұрын
Ini boleh ditafsirkan 1-5/A-C. Awak dah terkorek topsoil luar building foot print dah. Sebab area 4-5/B-C xde bangunan pun dekat situ.☺️ So utk awak kira sampai 1-5/A-C tu kurang tepat lah.😅
@mohamadsallehuddin79083 жыл бұрын
Oh haah la encik tapi tak buat by section mcm mane nk kira ye encik?
@ts.khairolbinkamaruddin62573 жыл бұрын
@@mohamadsallehuddin7908 jika awak ada dwg dlm bentuk hardcopy, kaedah by section adalah digalakkan. Namun boleh juga kirakan dulu luas keseluruhan 1-5/A-C kemudian tolakkan dengan keluasan 4-5/B-C.