PROBLEM/S: ANALYZE THE TWO-STOREY, THREE SPAN REINFORCED CONCRETE FRAME THEN DETERMINE THE MAXIMUM NEGATIVE END MOMENTS AND THE POSITIVE MAXIMUM MOMENTS OF THE SECOND FLOOR PLAN BEAMS. THE CENTER TO CENTER SPACING OF FRAME IS 5M. UNIT WEIGHT OF CONCRETE IS 23.6 KN/M. FRAME LOADS: 1. DEAD LOADS : 2. WEIGHT OF BEAM . 150 MM 50 MM 150 MM FACE AT LIVE LOAD THICK REINFORCED CONCRETE ONE WAY SLAB THICK PLANE CONCRETE FINISH THICK CHB WALL PLASTERED WITH BOTH THE 2ND FLOOR ONLY. 4.8 KPA FOR FOR SECOND FLOOR AND ROOF DECK. ROOF SECOND E GROUND, B C CS Scanned with CamScanner 6.42M 5.2 M D 5M G H 5M 1 5.2M