Hi
In ETABS we can specify a list of sizes for concrete column design using autoselect option. If we do this ETABS will select the most economical section during design out of all the sizes we mentioned in autoselect option. ETABS by default limits the maximum percentage of steel in column...
Hi
i am using the following load combinations for design and analysis of a 10 storied RCC building
1.5 DL
1.5 (DL+LL)
1.2 (DL+LL+EL)
1.5 (DL+EL)
.9 DL+1.5EL
EL means earth quake load and it has combinations in + and - directions as well as in x and y directions
In this case, what should...
Hi
after analysis of a reinforced concrete 10 storey building with seismic analysis in ETABS ( base shear method)
some beams fail as it is red coloured
but i cannot find the reason for failure
the shear strength(tauV<taucmax) is ok ...also percentage of reinforcement < max allowed
Could anyone...
Hi ahmad
Thanks for your reply
Is it fixing till the edge of the column by default...because even when i dont give end length offsets(automatic option) ..still it gives results in the beam at the edge of the column
Rajesh
Hi all,
while using end length offsets (automatic from connectivity) in ETABS there is no change in reinforcement in the beam
How to achieve do this correctly?
Rajesh
