Thank you po Engr. Ask ko lang po, yung As=rho*b*d na part, yung d po, bakit hindi po yung 200mm ang gamit,since hindi po ba yun ang effective depth? Thanks po
In principle that should be the effective thickness, but I decided to use gross area concept because I did not calculate bending. However, we can use flexure formula(effective d) in sizing rebars that's the proper way of doing it. Thanks
Clarification lang po tungkol sa width of W. Kung magbabasinpo tayo sa drawing ay W= ((275/tan60)*2)+200= 517.54 if this if not correct Please give us the computation on how to get the 430mm. Thanks in advance
thank you Engr, Please continue to share your knowledge in Civil Engineering Topics.
Clear, salamat sa wisdom sir...Napakaliwanag.
Thank you Engr. for sharing your knowledge . Pls share your ideas naman po sa design ng Dike.
Are you discuss in any video on design of strip footing connecting 3 or 4 columns. That will be useful.
Thank you Engr
Sir, pwede ka bang gumawa ng content tungkol sa INVERTED T-BEAM NA STRIP FOUNDATION? Thank you.
Saan nakuha yung 430?
Sir, Good day ask ko lang paano nakuha yung 430 na width di ko kasi makuha salamat
Thank you po Engr. Ask ko lang po, yung As=rho*b*d na part, yung d po, bakit hindi po yung 200mm ang gamit,since hindi po ba yun ang effective depth? Thanks po
In principle that should be the effective thickness, but I decided to use gross area concept because I did not calculate bending. However, we can use flexure formula(effective d) in sizing rebars that's the proper way of doing it. Thanks
Engr. San po ba galing yung 60° para sa shear?
Standard slope yan ng critical shear line, applicable on footings. Thanks
Clarification lang po tungkol sa width of W. Kung magbabasinpo tayo sa drawing ay W= ((275/tan60)*2)+200= 517.54 if this if not correct Please give us the computation on how to get the 430mm. Thanks in advance