To calculate the dead , live and wind load for RC residential structure and to apply them using TSD

Above Screenshot is applied with a Floor Finish Load of 1.2 KN/m2 consisting of 50 mm thickness with Density of 24 KN/m3.

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Dead Load comprises of Area Load of 3.125 KN/m2, calculated by ( 125mm slab thickness * Unit Density of RCC 25 KN/m3)

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Live Loads to be applied over the Floor plans are of three types as shown under:

S No	Occupancy's Characteristic	Load to be applied
1	Office Room	3 KN/m2
2	Common Place of Gathering & Store room	5 KN/m2
3.	Toilet	2 KN/m2
4.	Equipment Room & Water Tank load over Mummty Level	10 KN/m2

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Imposed Load/ Live Load given in the qusetion is shown in the above screenshot.

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Brick Wall Load enclosed under Dead load, consists of 12 KN/m with Member Load applied under "Full Length" option of 12 KN/m calculated by (4.8m height * 0.25 m thickness * 10 KN/m3 as Unit weight of Brickwall).

Highlighted member at the 2nd Floor in the above screenshot represents Brick Wall Loading.

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Load cases to be taken into consideration are as follows;

Various Load Cases to be considered in the analysis:

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Wind +X +cpi

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Wind X- cpi

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Wind +Y +cpi

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Wind +y -cpi

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Thanks & Regards to the Mentor;

Please let me know about view point so that i could have been improved for the betterment of society.