malay purl in
TRANSCRIPT
-
7/28/2019 Malay Purl In
1/6
DESIGN OF PURLIN MARK : P1Project : PROPOSED EXTENSIONLocation : BUGO, CDOC
Owner : JOEFINA MOPON
DESIGN DATA
Spacing of Purlins : 600.00 mmSpan 3250.00 mmSlope of Roof : 41.66 deg
Wind Zone : II
Exposure Category : 3
Height from Ground 6 m
Importance Factor : 1
Wind Stagnation Pressure : 2 PaGust Coefficient, Ce : 0.78Shape Coefficient : 0.30
DESIGN LOADSWL = 351.00 PaLL = 250.00 Pa
MATERIAL DATAFy = 248.00 MPaE = 200,000 MPa
PURLIN DATA
JEA SPAN 45 HAT TYPE 1.00PROPERTIES
w = 0.01 KN/mA = 137.00 mm2Ix = 1.26E+05 mm4Iy = 2.83E+04 mm4
y1/y2= 37.50 mmxI = 13.20 mmx2 = 23.80 mm
STRESSESAllowable Stress Fb = 148.80 MPa
Actual Stress fb = 143.70 Mpa OK !
DEFLECTIONAllowable Deflection D = 9.03 mmActual Deflection d = 4.64 mm OK !
-
7/28/2019 Malay Purl In
2/6
-
7/28/2019 Malay Purl In
3/6
DESIGN OF PURLIN MARK : P1Project : RESIDENTIAL BUILDINGLocation : PUEBLO DE ORO ,CDOC
Owner : MARITES A. REBER
DESIGN DATA
Spacing of Purlins : 700.00 mmSpan 3000.00 mmSlope of Roof : 27.47 deg
Wind Zone : II
Exposure Category : 3
Height from Ground 1 m
Importance Factor : 1
Wind Stagnation Pressure : 2 PaGust Coefficient, Ce : 0.63Shape Coefficient : 0.30
DESIGN LOADSWL = 283.50 PaLL = 250.00 Pa
MATERIAL DATAFy = 248.00 MPaE = 200,000 MPa
PURLIN DATA
SECTION 11.00PROPERTIES
w = 0.01 KN/mA = 180.00 mm2Ix = 2.99E+05 mm4Iy = 6.59E+04 mm4
y1/y2= 50.00 mmxI = 17.10 mmx2 = 32.90 mm
STRESSESAllowable Stress Fb = 148.80 MPa
Actual Stress fb = 72.98 Mpa OK !
DEFLECTIONAllowable Deflection D = 8.33 mmActual Deflection d = 1.59 mm OK !
-
7/28/2019 Malay Purl In
4/6
DESIGN OF PURLIN MARK : P1Project PROPOSED RESIDENTIAL BLDG.Location XAVIER ESTATES , CDOC
Owner CHEERYL M. DE LA PEA
DESIGN DATA
Spacing of Purlins : 700.00 mmSpan 5.00 mmSlope of Roof : 35.21 deg
Wind Zone : II
Exposure Category : 3
Height from Ground 5 m
Importance Factor : 1
Wind Stagnation Pressure : 2 PaGust Coefficient, Ce : 0.76Shape Coefficient : 0.30
DESIGN LOADSWL = 342.00 PaLL = 250.00 Pa
MATERIAL DATAFy = 248.00 MPaE = 200,000 MPa
PURLIN DATA
SECTION 11.00PROPERTIES
w = 0.01 KN/mA = 180.00 mm2Ix = 2.99E+05 mm4Iy = 6.59E+04 mm4
y1/y2= 50.00 mmxI = 17.10 mmx2 = 32.90 mm
STRESSESAllowable Stress Fb = 148.80 MPa
Actual Stress fb = 0.00 Mpa OK !
DEFLECTIONAllowable Deflection D = 0.01 mmActual Deflection d = 0.00 mm OK !
-
7/28/2019 Malay Purl In
5/6
DESIGN OF PURLIN MARK : P1Project : CHURCH BUILDINGLocation : BULUA, CAGAYAN DE ORO CITY
Owner : CHRIST'S GOSPEL FELLOWSHIP MINISTRIES
DESIGN DATA
Spacing of Purlins : 700.00 mmSpan 4000.00 mmSlope of Roof : 18.92 deg
Wind Zone : II
Exposure Category : 3
Height from Ground 6 m
Importance Factor : 1
Wind Stagnation Pressure : 2 PaGust Coefficient, Ce : 0.78Shape Coefficient : 0.30
DESIGN LOADSWL = 351.00 PaLL = 250.00 Pa
MATERIAL DATAFy = 248.00 MPaE = 200,000 MPa
PURLIN DATA
SECTION 15.00PROPERTIES
w = 0.03 KN/mA = 440.00 mm2Ix = 7.13E+05 mm4Iy = 1.54E+05 mm4
y1/y2= 50.00 mmxI = 17.10 mmx2 = 32.90 mm
STRESSESAllowable Stress Fb = 148.80 MPa
Actual Stress fb = 60.79 Mpa OK !
DEFLECTIONAllowable Deflection D = 11.11 mmActual Deflection d = 1.99 mm OK !
-
7/28/2019 Malay Purl In
6/6
DESIGN OF PURLIN MARK : P1Project PROPOSED RESIDENTIAL BLDG.Location KAUSWAGAN ,CDOC
Owner MS. ROSY A. ESTOQUE
DESIGN DATA
Spacing of Purlins : 700.00 mmSpan 2.48 mmSlope of Roof : 32.05 deg
Wind Zone : II
Exposure Category : 3
Height from Ground 4 m
Importance Factor : 1
Wind Stagnation Pressure : 2 PaGust Coefficient, Ce : 0.73Shape Coefficient : 0.30
DESIGN LOADSWL = 328.50 PaLL = 250.00 Pa
MATERIAL DATAFy = 248.00 MPaE = 200,000 MPa
PURLIN DATA
SECTION 5.00PROPERTIES
w = 0.03 KN/mA = 332.00 mm2Ix = 2.96E+05 mm4Iy = 6.41E+04 mm4
y1/y2= 37.50 mmxI = 13.20 mmx2 = 23.80 mm
STRESSESAllowable Stress Fb = 148.80 MPa
Actual Stress fb = 0.00 Mpa OK !
DEFLECTIONAllowable Deflection D = 0.01 mmActual Deflection d = 0.00 mm OK !