Sketch a G+1 residential plan according to Vaastu Shastra and Calculation of Loads as per IS code
aim
to skech a g+1 plan as per vaastu, structural drawing requirement, the calculate the individual member loads.
required structural drawing
c/c distance layout of column and footings
column reinforcement detalis
layout of plinth beam and reinforcement details
layout of first floor slab 2nd floor slab and reinforcement details
layout of roof bean and reinforcement details
staircase and it reinforcement details
each element structural detail such as rebar bending,spacing,stirups reinforcement details, hooks,lappping
develovpment length, etc..
a sample plan is uploaded below
load calculation in taken plan
size of floor area 8.23m*13.94m
column is 0.3m*0.23m
plinth beam is 0.23m*0.450m
floor height 3m so total heigh of building is 7m
load calculation
dead load
- for column
total height of column is 9m, here 2m is sub structure,unti weight of rcc is 25kn/m3
selfweight is 0.3*0.23*9*25=15.525kn is single column
15 no of column provided
- for plinth beam
total length of beam is 65.22m, and beam is 0.23*0.45, unit weigth of rcc is 25kn.m3
selfweight of beam per m length=25*0.23*0.45=2.5875kn
selfweigth of beam is 65.22*25*0.23*0.45=168.757kn
- for wall
total heigh of wall is 7m. unit weigth of beick is 20kn/m3
wall weigh per m length is 0.23*7*1*20=32.2kn
total length is 60.75m so total selfweight of wall is =60.75*32.2=1956.16kn
- roof beam
roof beam size is 0.23m*0.375m and length is 65.22m
self weigth of roof beam is 0.23*0.375*25*65.22=140.631kn
- for slab
slab size 8.23m*13.94m and thickness is 0.125m
self weigth of slab is 8.23*13.94*0.125*25=358.519kn
floor finish taken 0.6kn/m2
live load
live load for residential building as per is875-p2 taken 2kn/m3
wind load
this bulding is not more than 10m.so need to calculate windload
results
total dead load
- for column =15.525kn (single column)
- for plinth beam=168.757kn
- for wall =1956.16kn and 32.2kn per m length
- roof beam=140.631kn
- for slab=358.519kn
- floor finish = 0.6kn per m2
live load
- live load = 2kn/m2