Borhanul hasan Tapu ETABS is used specially for building. And part of building(such as floor slab) sometimes is taken into CSI SAFE for better result. I am currently working on sap2000 and safe. But I will upload a video on full building design very soon. SAP2000 is used for general type structure. But etabs is special for building. But for learning of any kind of structure, start from sap2000. And that's why moment varies a little
@@shakilmimo5473 Dear at 23:20 u are multiplying Max Area of steel 0.013 with 12 which becomes 0.156 in2/ft .Is it necessary to multiply the steel area with 12 or we can take max value of steel as area of steel which is 0.013 ..i m confused about it ..My slab Max area of steel is coming 0.06 which by multiplying it become 0.7 in2/ft
@@ShoaibKhan-ep1iv say u steel area is 0.06in2/ft n ur using no.3 steel bar. Now u have to valculate center to center distance between bars. Area of no3 is 0.11in2. Space = 0.11in2/0.06in2/ft = xxx ft= x *12 in= x in center to center distance
nice tutorial. please give a tutorial how to design slab in "ETABS" . Why moments vary SAP2000 Vs ETABS ?
Borhanul hasan Tapu ETABS is used specially for building. And part of building(such as floor slab) sometimes is taken into CSI SAFE for better result. I am currently working on sap2000 and safe. But I will upload a video on full building design very soon.
SAP2000 is used for general type structure. But etabs is special for building.
But for learning of any kind of structure, start from sap2000. And that's why moment varies a little
Thanks for the reply. SAFE & SAP2000 moments also vary.
why u multiply area of steel 0.016 with 12 in order to covert it to in2/ft
(Total area of steel/particular area of steel)*12= spacing
@@shakilmimo5473 Dear at 23:20 u are multiplying Max Area of steel 0.013 with 12 which becomes 0.156 in2/ft .Is it necessary to multiply the steel area with 12 or we can take max value of steel as area of steel which is 0.013 ..i m confused about it ..My slab Max area of steel is coming 0.06 which by multiplying it become 0.7 in2/ft
@@ShoaibKhan-ep1iv say u steel area is 0.06in2/ft n ur using no.3 steel bar. Now u have to valculate center to center distance between bars. Area of no3 is 0.11in2. Space = 0.11in2/0.06in2/ft = xxx ft= x *12 in= x in center to center distance
@@shakilmimo5473 Thanks dear..But i am still confused that i should covert the Max dia of steel in sap2000
into in2/ft or not
@@ShoaibKhan-ep1iv you can follow design of concrete structure by nilson 7th edition book. You will clearly understand