The R.C flat floor slab with outer edge beam as shown in Figure (1). The slab carries a service super- imposed dead load of 3kN/m and a service live load of 3kN/m' in addition to its own weight. Slab thickness is 200mm and outer edge beam is (500x250) mm, exterior columns are (250x250) mm dimensions. All interior circular columns are 30X0mm in diameter. Use 12mm bars for slab reinforcement, -25MPA and f-420MPA. Then: Using Equivalent Frame Method to find the distribution factor exterior I first interior joint of Frame A, if story ight is 3.8m
Extracted text: 4.0m 6.0m 6.0m OFrame A● 4.0m 4.0m 5.0m 4.0m Figure (1)