Project 2

PROJECT-2

AIM AND INTRODUCTION-MODELLING AND DESIGN OF PEB WAREHOUSE USING STAAD.

BUILDING INPUTS

LENGTH = 169.35m

WIDTH = 59.45m

HEIGHT = 9.2 m

ROOF SLOPE = 1: 20

LOADINGS

TOTAL DEAD LOAD CONSIDERED FOR ROOF = 0.124 KN/M2 X 8.025 M=1.0KN/M

D.L = 1.0 KN/M

BAY SPACING = 8.025m

TOTAL LIVE LOAD CONSIDERED FOR ROOF = 0.6 KN/M

L.L = 0.6 KN/M

COLATERAL LOAD FOR ROOF = 0.8KN/M

SEISMIC LOAD (SL) AS PER IS 1893-2016

SEISMIC ZONE - 3 - Z = 0.16

RF = 4.0

I= 1.0

S.S=3.0

STAAD FILE IS ATTACHED LOAD COMBINATION FOR SERVICEABILITY AND STRENGTH IS APPLIED.

MEMBER SIZES MEMBER SPECIFICATIONS APPLIED IN THE MODEL

DISPLACEMENT UTLIZATION RATIO IS CHECKED

DESIGN PARAMETERS ARE APPLIED