Design Data
3/27/2019
PierSecTyp e General Reinforcing Section
PierSecTo p
PierSecB ot
Design/Ch eck
Story
Pier
Design
LLRF
Seismic
GF
PC
Yes
1
Yes
P03p
P03p
Check
General Reinforcing Section
GF
PD
Yes
1
Yes
P09p
P09p
Check
Table 6.3 - Shear Wall Spandrel Overwrites - ACI 318-14 (Part 1 of 2)
Cover Botoom
Slab Width
Slab Depth
LL reductio n Factor
Thick Left mm
Depth Left mm
Cover Top Left mm
Thick Right mm
Spandre l
Story
Design
Seismic Length
Left mm
Left mm
Left mm
RING BALOK RING BALOK RING BALOK
S1
Yes
1
Yes
500
35
900
90
90
0
0
35
SB
Yes
1
Yes
2000
35
900
90
90
0
0
35
S2
Yes
1
Yes
3000
35
900
90
90
0
0
35
Table 6.3 - Shear Wall Spandrel Overwrites - ACI 318-14 (Part 2 of 2) Depth Right mm Cover Top Right mm Cover Botoom Right mm Slab Width Right mm Slab Depth Right mm Material Consider Vc?
900 900 900
90 90 90
90 90 90
0 0 0
0 0 0
RC-K300 RC-K300 RC-K300
Yes Yes Yes
Table 6.4 - Shear Wall Pier Summary - ACI 318-14 (Part 1 of 2)
Compre ssive Stress Left MPa
Shear Rebar mm ² /m
Pier Label
Design Type
Pier Section
D/C Ratio
Leg X1 mm
Leg Y1 mm
Leg X2 mm
Leg Y2 mm
Story
Station
Pier Leg
RING BALOK RING BALOK
Section Designer Section Designer Section Designer Section Designer Section Designer Section Designer Section Designer Section Designer Section Designer Section Designer Section Designer Section Designer
P1
Top
P06p
0.058 Top Leg 1 0
0
3000
0
87.5
0.09
Bottom Leg 1
P1
Bottom
P06p
0.019
0
0
3000
0
87.5
0.21
GF
P1
Top
P06p
0.032 Top Leg 1 0
0
3000
0
87.5
0.17
Bottom Leg 1
GF
P1
Bottom
P06p
0.022
0
0
3000
0
87.5
0.24
GF
P2
Top
P06p
0.017 Top Leg 1 3000
500
6000
500
87.5
0.04
Bottom Leg 1
GF
P2
Bottom
P06p
0.015
3000
500
6000
500
87.5
0.1
RING BALOK RING BALOK
P3
Top
P06p
0.02
Top Leg 1 0
2500
3000
2500
87.5
0.02
Bottom Leg 1
P3
Bottom
P06p
0.013
0
2500
3000
2500
87.5
0.11
GF
P3
Top
P06p
0.01
Top Leg 1 0
2500
3000
2500
87.5
0.11
Bottom Leg 1
GF
P3
Bottom
P06p
0.012
0
2500
3000
2500
87.5
0.15
RING BALOK RING BALOK
P4
Top
P03p
0.041 Top Leg 1 4500
3500
6000
3500
87.5
0.03
Bottom Leg 1
P4
Bottom
P03p
0.115
4500
3500
6000
3500
87.5
0.41
Page 280 of 284
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