PERHITUNGAN STRUKTUR TAHAN GEMPA RUMAH PANEL PWS

Load kN/m ² 12.553

Unique Name

Load Pattern Soil Surcharge Soil Surcharge Soil Surcharge Soil Surcharge Soil Surcharge Soil Surcharge Soil Surcharge Soil Surcharge Soil Surcharge Soil Surcharge Soil Surcharge Soil Surcharge Soil Surcharge Soil Surcharge Soil Surcharge Soil Surcharge Soil Surcharge

Story

Label

Direction

Base

F220

478

Gravity

Base

F221

479

Gravity

12.553

Base

F222

484

Gravity

12.553

Base

F223

485

Gravity

12.553

Base

F224

490

Gravity

12.553

Base

F225

491

Gravity

12.553

Base

F226

495

Gravity

12.553

Base

F227

496

Gravity

12.553

Base

F228

500

Gravity

12.553

Base

F229

501

Gravity

12.553

Base

F230

505

Gravity

12.553

Base

F231

506

Gravity

12.553

Base

F232

510

Gravity

12.553

Base

F233

511

Gravity

12.553

Base

F234

514

Gravity

12.553

Base

F235

515

Gravity

12.553

Base

F236

518

Gravity

12.553

4.4 Load Cases

Table 4.6 - Load Cases - Summary Name Type Dead Linear Static Live Linear Static Modal Modal - Eigen SDL Linear Static EQX Linear Static EQY Linear Static Soil Surcharge Linear Static WX+ Linear Static WX- Linear Static WY+ Linear Static WY- Linear Static

4.5 Load Combinations

Table 4.7 - Load Combinations

Load Case/Com bo

Scale Factor

Name

Type

Auto

GRAV1 GRAV1

Dead

1.4 1.4

Linear Add No

SDL

No

SPECX21

Dead

0.741

Linear Add No

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