What a vedeo! I am happy to learn from it.A practical way of teaching! Sir i have few queries, How do you select load conditions and What are the pre-requisites for a structural engineer while doing analysis on Staad pro, i mean what kind of drawings, load condition, test results etc
@@mohamedismail104 lipaax reer somaliland reer hargaysa ah ahay jooga wadanka bangladesh barta civil eng dept markaa bal sxb ila soo xidhidh rag waa kii is barta whatapp:01791564554
Hey HTD! Great video there. You have an excellent teaching style. I would love to collaborate with you in the near future. Hit me up on my email if the idea sounds interesting. Keep up the good work. Cheers!
Great presentation
thank you so much sir for giving such important information on staad please make a video on other structure like bridge dam canal etc
What a vedeo! I am happy to learn from it.A practical way of teaching! Sir i have few queries, How do you select load conditions and What are the pre-requisites for a structural engineer while doing analysis on Staad pro, i mean what kind of drawings, load condition, test results etc
Can we also analyse and design inclined beams ? (As in some stairs)
great explanation sir. thank you. but why in staad pro design it shows top reinforcement is always more than bottom reinforcement?
Good video, I can’t figure out the slab design here
Thank u sir from.somalia
Keep learning !
hallow HTD. Where is slab design and analysis ?
Plz sir make a video of connection design in STAAD Pro I dearly need this
Thanks Sir
Hello pro
Somalilanderkas halkaad jogta
@@ahmedaden7685 sxb malaysia waayo
@@mohamedismail104 lipaax reer somaliland reer hargaysa ah ahay jooga wadanka bangladesh barta civil eng dept markaa bal sxb ila soo xidhidh rag waa kii is barta whatapp:01791564554
@@ahmedaden7685 ok bro
Hey HTD! Great video there. You have an excellent teaching style. I would love to collaborate with you in the near future. Hit me up on my email if the idea sounds interesting. Keep up the good work. Cheers!
pls call help me. i have some problem.