PERHITUNGAN STRUKTUR TAHAN GEMPA RUMAH PANEL PWS

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

Made with FlippingBook Online newsletter