@@joshirusama4316 yes for sure, lots of flexibilities we can do in structure design. You can try other section that will give less cost. Thanks for watching and comment
Good day Engr. Ask po, bat po hindi kayo gumamit ng Pnet9 table indicated sa NSCP on determinig the wind pressure. May zoning po kase doon and nag coconsider ng windward and leeward. Thankyou in advance engr.
Thank you po Sir for this informative content.
Thank you sir lagi akong may natututunan
Thank you po ^^
Engineer, baka pwede rin po yung Steel Tubular Rafter Design for Gable Roof and Hip Roof.
@@joshirusama4316 yes for sure, lots of flexibilities we can do in structure design. You can try other section that will give less cost. Thanks for watching and comment
Good day Engr. Ask po, bat po hindi kayo gumamit ng Pnet9 table indicated sa NSCP on determinig the wind pressure. May zoning po kase doon and nag coconsider ng windward and leeward. Thankyou in advance engr.
@@aldweensali3658 I intentionally show the basic way, for those who doesn't have reference book. Thanks for watching and comment.
@@jsdesign_engineeringtv3633 Thankyou po for the new learnings engr 🫡
Sir may consideration ba kayo sa undersized na mga purlins ngayon
Good evening po Sir, puede ba mag request po ako may design of earthquake ang structure, thanks, God bless..
pano po ba if mayroong parapet nakatago ung purlins and truss sa parapet?
@@normanka2905 parapet are not supposed to be carried by purlins nor trusses. Roof beams carries parapet, truss, and purlins all together. Thanks
Anu page sa nscp sir makuha ung liveload?
@@vincentvaldez8306 Go and check Chapter 2 - Minimum design loads. Thanks
@@jsdesign_engineeringtv3633 salamat po