Sketch a G+1 residential plan according to Vaastu Shastra and Calculation of Loads as per IS code

GROUND FLOOR

FIRST FLOOR

CALCULATION OF DEAD LOAD:

Unit weight of RCC= 25KN/m^3

Dead load due to columns of both floors = 0.35*0.35*3.3*16*25 = 161.7KN

Dead load due to top and plinth beams

B1= 0.35*0.35*3.43*12*25=126.015KN

B2=0.35*0.35*3.048*6*25=56.007KN

B3=0.35*0.35*2.635*6*25=48.42KN

B4=0.35*0.35*3.048*6*25=56.00KN

Total dead load due to beams = 286.435KN

Dead load due to slabs= 0.125*9*3.5*3*25=295.3125KN

Total dead load due to RCC = 743.4475KN

Dead load due to walls = 0.23*3*20=13.8KN/m