Project 2_Design & Analysis of a Hostel building at Guwahati, Assam

A. Open a new model providing settings as perIS 456-2000

story assignment as per given problem

material properties

Go to define , material properties

Fe 500 used for flexural design, Fe 415 used for shear reinforcement

column and beam section

slab section

Go to define, load patterns

load combination

Go to define , mass source

Go to define, function and response spectrum

Go to define , load cases

include RSx, RSy factor for reponse spectrum analysis

scale factor accordingly

model G+3 building place columns, beams, floors using quick draw panel

live load assigned as per Is 875 part-2

floor finish of 1 kn/m2

brickwall load as 3.5 kn/m

story drifts

RC beam flexural reinforcement (longitudinal reinforcement )

RC beam Shear reinforcement

extracting file to safe software for pile foundation design

(base level is exported)

open safe existing model import the file

Go to define , material properties

For piles -piles stiffness, pile cap , column stiffness for piles 800 mm thickness is considered

Beam (600X500) TIE beam is used for connecting column to column stiffness piles

for any differential settlement in foundation

Go to assign spring ,

spring constant = EA/L

Elastic modulus(E)= 25000 N/m2

Area of pile (A)= 3.14x(500)2/4= 196349 m2

length of pile = 10000 mm

For soil bearing pressure , sls is used. flexural design , uls is used.

load combination

deflection statisfies as per IS code

Punching shear check design

deflection statifies as per codal requirements