Investigation on the Effect of Geometric Parameter on Reinforced Concrete Exterior Shear Wall-Slab Connection Using Finite Element Analysis

Table 3

Detailing for both reinforced concrete slab and shear wall for the connections.

No.	Denoted by	Slab reinforcement		Shear wall reinforcement
		Longitudinal	Transverse	Vertical	Horizontal	Stirrups
1	C1SWS1	ɸ4 mm@96 mm	ɸ4mm@96 mm	∅6c/c 90 mm vertical bar on both faces of shear wall	∅4c/c 130 mm horizontal bar on both faces of shear wall	∅2mmc/c 130 mm
2	C1SWS2	ɸ4 mm@70 mm	ɸ4mm@66 mm
3	C1SWS3	ɸ4 mm@53 mm	ɸ4mm@53 mm
4	C2SWS1	ɸ4 mm@96 mm	ɸ4mm@93 mm
5	C2SWS2	ɸ4 mm@70 mm	ɸ4 mm@66 mm
6	C2SWS3	ɸ4 mm@53 mm	ɸ4 mm@53 mm
7	C3SWS1	ɸ4 mm@96 mm	ɸ4 mm@93 mm
8	C3SWS2	ɸ4 mm@70 mm	ɸ4mm@66 mm
9	C3SWS3	ɸ4 mm@50 mm	ɸ4 mm@50 mm
10	C4SWS1	ɸ4 mm@96 mm	ɸ4 mm@93 mm
11	C4SWS2	ɸ4 mm@70 mm	ɸ4 mm@66 mm
12	C4SWS3	ɸ4mm@50 mm	ɸ4mm@50 mm
13	C1SWS1-1	ɸ4 mm@96 mm	ɸ4 mm@96 mm
14	C1SWS1-2	ɸ4 mm@96 mm	ɸ4 mm@96 mm
15	C1SWS1-3	ɸ4 mm@96 mm	ɸ4 mm@96 mm
16	C1SWS1-4	ɸ4 mm@96 mm	ɸ4 mm@96 mm