Complete duplex house G+1 design by ETABS Software | building design | civil engineering |

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[@akramalmunthri6350]

actually your the best explain etabs thank you so much for your explanation

[@civilengineeringbyshravan9596]

Glad you think so!

[@dromeg6877]

In CSI detail if any col.or beam show no rebar then how to solve it

[@civilengineeringbyshravan9596]

Try to change dimensions of members

[@btroll4041]

what button does he press that selects things he wants without mouse?

[@shivamkamboj8944]

Etabs consider the Dead load by itself. We don't have to define self weight

[@balavignesh8842]

Why frame load has to take 24.3?
230mm wall means 13.8 is not enough?

[@THIPPESWAMYMMTCV]

Before doing this design any settings have to in saftwere

[@indianstreetfooddessertsho1594]

etabs is accurate

[@HB-bx7rk]

Bar sizes are much more

[@dipaksalate]

Why loading given on beam cumulative of .23mm, .15mm and parapet wall

[@ajitkumarh97]

Sir which results is more accurate stadd pro or etabs

[@aswindevavince1816]

Stadd

[@shivamkamboj8944]

Only cladding we have to define

[@er.deepjyotiroy7683]

If i donot define the diapharm in the model what will happen?

[@mohammadmadu]

Sir how to download etabs can u tell me

[@indianstreetfooddessertsho1594]

procedure is ok.. but technical data provided is wrong

[@rtjiva]

Which one is wrong