While Calculating the dead load of steps you have taken 1 m for 1/2 * base * height, base and height should be the riser and tread of the steps right?? 1/2*0.23*0.17 should be the formula i think.
Sir , Can you please explain why the result is different for the building with stair modelled as shell than the building in which stair load is calculated and applied as frame load? Which method is correct approach for designing?
With staircase modeling, stairs contribute to the structural lateral stiffness,hence lateral stiffness increases much in the direction along the stairs arranged. And considering complexity of modal participation of staircase, it is better to consider staircase model in structural analysis particularly for Nepal as it is a seismic prone region.
@@civilconst but while modeling the staircase, the staircase load is not transferred to the beam at landing portion (in your case grid D-D) and all load is transferred to floor beam at grid C-C or to the column directly ( if you join the landing slab to column) . this will alter the design result.
Very useful information
Cheers
instead of replacing existing loads, wouldnt you add to existing loads while assigning loads?
While Calculating the dead load of steps you have taken 1 m for 1/2 * base * height, base and height should be the riser and tread of the steps right?? 1/2*0.23*0.17 should be the formula i think.
load is considered Per metre as it is uniform, so we take base as 1 metre and the height as riser
Sir , Can you please explain why the result is different for the building with stair modelled as shell than the building in which stair load is calculated and applied as frame load? Which method is correct approach for designing?
With staircase modeling, stairs contribute to the structural lateral stiffness,hence lateral stiffness increases much in the direction along the stairs arranged. And considering complexity of modal participation of staircase, it is better to consider staircase model in structural analysis particularly for Nepal as it is a seismic prone region.
@@civilconst but while modeling the staircase, the staircase load is not transferred to the beam at landing portion (in your case grid D-D) and all load is transferred to floor beam at grid C-C or to the column directly ( if you join the landing slab to column) . this will alter the design result.
@@civilconst Do you meant we should model staircase compulsarily in earthquake prone zone.?
Please create videos on design of eccentric column in etab in detail
Sure.
Also footing design in etab in detail
Will upload soon
can you plz make a video on shear wall design and analysis?
Will try soon.