Design Data
3/27/2019
6 Design Data This chapter provides design data and results. 6.1 Shear Wall Design
Table 6.1 - Shear Wall Preferences - ACI 318-14 Item Value Rebar Material Rebar240
Rebar Shear Material
Rebar240
Importance Factor System C d Phi (Tension) Phi (Compressi on) Phi (Shear and Torsion) Phi (Shear Seismic) PMax factor # Interaction Curves # Interaction Points Edge Design PT- Max Edge Design PC- Max Section Design IP- Max Section Design IP- Min
1
4
0.9
0.65
0.75
0.6
0.8
24
11
0.06
0.04
0.04
0.0025
D/C Ratio Limit
0.95
Table 6.2 - Shear Wall Pier Overwrites - ACI 318-14
PierSecTyp e General Reinforcing Section
PierSecTo p
PierSecB ot
Design/Ch eck
Story
Pier
Design
LLRF
Seismic
RING BALOK RING BALOK RING BALOK RING BALOK RING BALOK
P1
Yes
1
Yes
P06p
P06p
Check
General Reinforcing Section General Reinforcing Section General Reinforcing Section General Reinforcing Section
P3
Yes
1
Yes
P06p
P06p
Check
P4
Yes
1
Yes
P03p
P03p
Check
PA
Yes
1
Yes
P10p
P10p
Check
PD
Yes
1
Yes
P09p
P09p
Check
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