Load Calculation of Test Building

4 m4 m4 m4 m3 m3 m3 m3 m3 m

Dimensions:1. Columns: 300 mm 300 mm (36 Nos. of 3 m Height)2. Beam: 300 mm 300 mm (51 Nos. of 4 m span )3. Slab: 150 mm (18 Spans of 4 m 4 m)4. Infill: 230 mm thick (30 Nos. of width 4 m and height 3m)Load Calculation:1. Weight of Columns:Wc = 36(0.30.33)25 = 243 kN = 2430 kg2. Weight of Beams:Wb = 51(0.30.34)25 = 459 kN = 4590 kg3. Weight of Slab:Ws = 18(0.1544)25 = 1080 kN = 10800 kg4. Weight of Infill:Wi = 30(0.233(4+4))22 = 3484.8 kN = 34848 kg5. Total Weight:W = Wc+ Wb+ Ws + Wi = kg = 52.69 53 tonnesLive load:2 x 8 x 12 x 3 =576 kn= 5760 kg