purlin 2 villa
TRANSCRIPT
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7/28/2019 Purlin 2 Villa
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DESIGN OF PURLIN MARK : P1Project : PROPOSED RESIDENTIAL RENOVATIONLocation : LA VERNA HILLS SUBD., BUHANGIN, DAVAO CITY
Owner : ENGR.& MRS. JOSE DEVEE VILLA
DESIGN DATA
Spacing of Purlins : 700.00 mmSpan : 2500.00 mmSlope of Roof : 41.63 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 3.00PROPERTIES
w = 0.02 KN/mA = 252.00 mm2Ix = 2.28E+05 mm4Iy = 5.01E+04 mm4
y1/y2= 37.50 mmxI = 13.20 mmx2 = 23.80 mm
STRESSESAllowable Stress Fb = 148.80 MPa
Actual Stress fb = 56.01 Mpa OK !
DEFLECTIONAllowable Deflection D = 6.94 mmActual Deflection d = 1.39 mm OK !
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DESIGN OF PURLIN MARK : P1Project :TWO STOREY RESIDENTIAL BLDG.Location : COR. BONIFACIO -OSME A STS. KIBLAWAN, DAVAO DEL SUR
Owner : CELERINO SOLIS
DESIGN DATA
Spacing of Purlins : 500.00 mmSpan : 3090.00 mmSlope of Roof : 34.60 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 3.00PROPERTIES
w = 0.02 KN/mA = 252.00 mm2Ix = 2.28E+05 mm4Iy = 5.01E+04 mm4
y1/y2= 37.50 mmxI = 13.20 mmx2 = 23.80 mm
STRESSESAllowable Stress Fb = 148.80 MPa
Actual Stress fb = 62.13 Mpa OK !
DEFLECTIONAllowable Deflection D = 8.58 mmActual Deflection d = 1.95 mm OK !
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DESIGN OF PURLIN MARK : P1Project :TWO STOREY RESIDENTIAL BLDG.Location : MORNING MIST, PUEBLO ,CDOC
Owner : SPS. FELIX & RENERIA JANDAYAN
DESIGN DATA
Spacing of Purlins : 650.00 mmSpan : 2400.00 mmSlope of Roof : 26.56 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 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 = 83.84 Mpa OK !
DEFLECTIONAllowable Deflection D = 6.67 mmActual Deflection d = 2.10 mm OK !
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DESIGN OF PURLIN MARK : P1Project :2-STOREY BLDGLocation : INITAO, MISAMIS ORIENTAL
Owner : BARRYMORE A. ROA
DESIGN DATA
Spacing of Purlins : 500.00 mmSpan : 2000.00 mmSlope of Roof : 31.60 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 = 11.51 Mpa OK !
DEFLECTIONAllowable Deflection D = 5.56 mmActual Deflection d = 0.18 mm OK !