Sheet1Grade of concrete=M25steel grade grade =FE415PARAPIT WALL HIGHT=1.5 mSLAB THICKNESS=150mmEXTERNAL AND INTERNAL WALL THICKNESS=230&150mm respectivelySIZE OF COLUMN= 500X500SIZE OF BEAM=500X500LIVE LOAD ON FLOOR=3Kn/m2FLOOR FINISH=1Kn/m2ROOFTREATMENT=1. Kn/m2building is located in seismic zone VBUILDING RESTS ON MEDIUM SOILIMPORTANCE FACTOR=1DENSITYOF CONCRETE=25Kn/m3DENSITYOF BRICK MASSONARY WALL=20Kn/m3

LOAD CALCULATIONS

1.WALL LOADPARAPIT WALL LAOD =.23X1X1.5X20 =6.9 Kn/mEXTERNAL WALL LOAD=0.23X1X3.5X20=12.19 kn/mINTERNAL WALL LOAD=0.15X1X(3.1-0.45)=7.95 Kn/mPARAPIT WALL LAOD =.23X1X1.5X20 =6.9 Kn/m2.SLAB LOAD SLAB=0.15X25=3.75Kn/m2 LIVE LOAD FLOOR=3Kn/m2 LIVE LOAD ROOF =1.5Kn/m2 FLOOR FINISH =1Kn/m2 ROOF TREATMENT =1.5Kn/m2SEISMIC WEIGHT CALCULATIONS1.ROOF LEVEL SLAB=3.75X20X12 =900Kn roof treatment = 1.5x12x20 =360Kn parapit wall =6.9x63.08 =435.252Knwalls =0.5(12.19x63.08+7.95x88.8)=737.45 KnBEAMS=20X(5X.3X.45X25+3X.3X.45X25)=540KnCOLUMNS=0.5X25X0.3X0.45X3.1 =130.78Kntoatal =3103.48Kn2.floor 2nd, 3rd,4th slab =900Knfloor finish= 1x20x12 =240Knwalls =12.19x63.08+7.95x88.8 =1474.9Kn beams =540KN COLUMN =261.56 Kn LIVE LOAD =1.5X200X12TOTAL = 3776.46Kn3. floor istslab+f.f+l.l =1500Knwalls =37.45Kn beams =540Kn column=130.78=.5x25x0.3x0.45x25x4.8=333.28Kn total = 3110.734. ground floor columns=0.5x25x0.3x0.45x4.8x25+25x0.5x0.5x1.2x25 =390 Kn beams=540Kn total =930 kntotal seismic weight of the building =3103.48+3776.46 x 3+3110.73+930 =18473.59 Kntime periodTa=0.09h/d0.037alongxdiection0.048along ydirectionSa/g2.5along X direction2.5along y directionAh=z/2xI/RxSa/g0.06base shear=1108.4 KnstoreyWiHiWIhi2QiViroof3103.4818.41050714.1888398.4490868481398.44908684814th3776.4615.3884031.5214335.2401216253733.68920847343rd3776.4612.2562088.3064213.1536575792946.84286605262nd3776.469.1312728.6526118.59214179071065.4350078433ist3110.736111986.2842.4671442351107.9021520783ground9301.21339.20.50784792171108.41TOTAL2922888.1492

Sheet2ah0.0649vb2416.933761storeyWiHiWIhi2QiViroof4573.4521.72153591.8705743.892811237743.8928112375th6450.8718.22136786.1788738.0877961761481.9806074134th6450.8714.71393968.4983481.50402087811963.48462829113rd6450.8711.2809197.1328279.51253819682242.99716648792nd6450.877.7382472.0823132.11334813212375.11051462ist6863.964.2121080.254441.82349128672416.934005906737240.89TOTAL6997096.0171

Sheet3