ASSOC. PIP
ISSUED FOR:
STC01018-DM
DATA SHEET
STC01018
BLAST RESISTANT BUILDINGS
PAGE 1 OF 3
(SI UNITS)
OCTOBER 2006
PROPOSAL
PURCHASE
AS BUILT
FACILITY NAME/LOCATION: ITEM NAME:
PURCHASER/LOCATION:
ITEM TAG NO.:
JOB NO.:
SERVICE:
PURCHASER ORDER NO.:
UNIT:
SUPPLIER/LOCATION:
P&ID NO.:
SUPPLIER ORDER/SERIAL NOS.:
/
BLAST RESISTANT BUILDING CONSTRUCTION:
BUILDING RESPONSE RANGE:
LOW
MEDIUM
HIGH
BUILD BUILDING ING STRUCT STRUCTURA URAL L SYST SYSTEM EM::
NOTE: NOTE: CHECK CHECK CONS CONSTR TRUCT UCTIO ION N TYPE TYPE FROM FROM EACH EACH COLUM COLUMN N BELOW. BELOW. PROVI PROVIDE DE DET DETAIL AILS S ON BACK BACK PAGE PAGE IF IF NECESSARY.
FRAME
ROOF
WALL
CAST-IN-PLACE CONCRETE
CAST-IN-PLACE CONCRETE
CAST-IN-PLACE CONCRETE
HOT-ROLLED STEEL
PRECAST CONCRETE
PRECAST CONCRETE
PRE-ENGINEERED METAL
TILT-UP CONCRETE
SINGLE SHEET METAL PANEL
LOAD BEARING WALL
SINGLE SHEET METAL PANEL
INSULATED METAL SANDWICH PANEL
INSULATED METAL SA SANDWICH PANEL
INSULATED METAL DE DECK
REINFORCED MASONRY/CMU
COMPOSITE CONCRETE DECK
OTHER:
OTHER:
OTHER:
FRAGMENT RESISTANT REQUIRED:
YES
NO
BLAST LOAD DESIGN REQUIREMENTS:
FOR EACH LOAD CASE DEFINED IN "TABLE A" AND REFERENCING "FIGURE A" ON PAGE 2, THE BLAST ON EACH SURFACE SHALL BE DETERMINED USING PROCEDURES PROVIDED IN ASCE "DESIGN OF BLAST RESISTANT BUILDINGS IN PETROCHEMICAL FACILITIES", CHAPTER 3 BASED ON THE PEAK SIDE-ON PRESSURE AND CORRESPONDING DURATION S OR IMPULSES. IMPULSES. TABLE A - BLAST LOAD PARAMETERS, NOTES 1, 2, 3
LOAD CASE, NOTE 4
DESCRIPTION
REFLECTED WALL, NOTE 4 (N, S, E, OR W)
LOAD SHAPE AND ANGLE
PEAK SIDE-ON PRESSURE, MPA
DURATION, MSEC
α,
A , B
NOTE 5
P1
P2
T1
T2
T3
T4
NOTES FOR TABLE A: 1. BLAST LOADS SHALL BE COMPUTED AT THE WALL NEAREST THE BLAST CENTER. 2. ROOF SHALL BE CONSIDERED LOADED BY THE PEAK SIDE-ON PRESSURE. 3. DEPENDING ON THE LOAD SHAPE, SOME OF THE PARAMETERS MAY NOT BE APPLICABLE. 4. EACH LOAD CASE MAY SEE A DIFFERENT REFL ECTED WALL. INDICATE THE WAL L (N, S, E, OR W) FACING THE BLAST FOR THE CURRENT LOAD CASE. 5. INDICATE ANGLE OF BLAST SOURCE (IN DEGREES) MEASURED FROM THE LINE NORMAL TO THE REFLECTED WALL.
NO.
DATE
REVISION DESCRIPTION
BY
APVD.
ASSOC. PIP
STC01018-DM
DATA SHEET
STC01018
BLAST RESISTANT BUILDINGS
PAGE 2 OF 3
(SI UNITS)
OCTOBER 2006
FIGURE A - LOAD SHAPES AND BUILDING ORIENT ATION
P1, T1
P1 e r u s s e r P
T1
e r u s s e r P
T3
Duration
T2
T4
Duration P2, T2
P2, T3
Load Shape A
Load Shape B
Direction of Blast Reflected Wall (N,S,E, or W)
Building Plan View
BLAST DOOR REQUIREMENTS: TABLE B SUMMARIZES THE DESIGN REQUIREMENTS FOR EACH BLAST DOOR LOCATED IN THE EXTERIOR WALLS:
TABLE B - BLAST DOORS
BLAST DOOR ID OR NO.
BUILDING FACE WHERE DOOR IS LOCATED (N, S, E, W)
PERFORMANCE CATEGORY- SEE PIP STC01018, TABLE 9 (I, II, III, IV)
ASSOC. PIP
DATA SHEET
STC01018
STC01018-DM
BLAST RESISTANT BUILDINGS
PAGE 3 OF 3
(SI UNITS)
OCTOBER 2006
FOUNDATION TYPE AND GEOTECHNICAL REQUIREMENTS: (REFER TO
PIP CVS02010 )
MAT FOUNDATION: ULTIMATE NET BEARING CAPACITY: DYNAMIC MODULUS OF SUBGRADE REACTION:
KN/M² AT DEPTH: KN/M
M
3
SLIDING FRICTION COEFFICIENT: PASSIVE PRESSURE COEFFICIENT:
SPREAD FOOTING FOUNDATION: ULTIMATE NET BEARING CAPACITY:
KN/M² AT DEPTH:
SLIDING FRICTION COEFFICIENT: PASSIVE PRESSURE COEFFICIENT:
PILE - SUPPORTED FOUNDATION: PILE DESCRIPTION: MAXIMUM VERTICAL PILE CAPACITY:
KN
MAXIMUM HORIZONTAL PILE CAPACITY:
KN
VERTICAL PILE SPRING CONSTANT:
KN/M
HORIZONTAL PILE SPRING CONSTANT:
KN/M
OTHER REQUIREMENTS: BLAST VALVES
OTHER REQUIREMENTS:
BLAST ATTENUATORS
M
