MGA STEELMAN BILANG NA ANG ARAW NINYO!!! I design and build my beams without steelman
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- Опубліковано 7 вер 2024
- How to make concrete beams without steelman? Let's learn it here. Here we can see how reinforcements work in construction of beams with basic structural design tutorial and some construction tips and tricks. #mannelearningacademy #constructionworker #reinforcementworkinconstruction
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// Credits
Respective photos and music used in this presentation were solely copyrighted to its individual owner.
- MARCSAM Construction
- Manne Learning Academy
-Gemwealth Construction
-Engr. Clyde Sotto
-Gemwealth team
Keep safe everyone!
God bless us all!
ang sabi ng iba kung walang trabahador wala din si contractor...itong video na ito ang best example kung saan natuto ang mga tabahador. maraming trabahador na malaki ang ulo na akala mo hindi tatakbo ang project site kung wala sila. may lesson dito. kung ano ang tumatak sa iyo yun na yung lesson na yun
Maraming salamat po! 🙏🙏🙏Dahil sa mga ganitong comment mas nabubuhayan po ang mga part-time UA-camr na gaya ko na seasonal lang gumawa ng video na ang tanging hangad ay makapag share ng sarili nating experience sa iba. Sana po makatulong. Although di naman po perpekto lahat ng ginagawa natin, natututo din Tayo, maging sa mga negatibong komento. Salamat po sa suporta sa munting channel natin. 👊
Ganda ng video mo Engr very informative, sunod mo naman po sir ang Column Design and Slab po.
Try po natin next na discussion natin. Maraming salamat po sa suporta🙏🙏🙏
boss may guide ka ba sa mga putol ng buhos sa structural kapag hndi monolithic
Wala po ako summarized info kaya iniisa-isa ko sa mga vlog ko if may time po. Salamat po sa suporta! 🙏🙏🙏
Engineer, Sir, can you show here how you've designed this 2m cantilever as per NSCP Cdoe, please? Many thanks
Maybe in the near future pag may spare time po ulit tayo.
tanong po. kung 2646MM at 2900mm lang span ng beam ko na may 6-16MM na may sukat na 200x400MM. need parin ba sundin L2 AT L4 design? para sa 2f slab
As much as possible sundin natin ang requirement ng plan but sa pagkakataon na maiikli ang span, yung iba ay di na nagpuputol ng extra bars. Derecho na lang. Pwede naman po na ganun na lang din gawin.
Engr,allowed po ba n nkasagad n Yung buhos Ng column sa ilalim na Ng beam?
Yes po. Basta as per design engineer e okay siya. May design naman po kasi na pantay sa ilalim ng beam. Meron ding yung nakasanayan na below sa beam.
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