Cover1106 - Qassim UniversityBearing Angle Design

&L&Z&F

Steel AngleProjectProject ReferencePart of StructureSheet No./DateCalculated byRevisionChecked byDate6/1/1406/1/14COMPARISON BETWEEN USUAL & CHINESE STRANDSUSUAL STRANDSCHINESE STRANDSActual Diameter (d)=12.7mmActual Diameter (d)=11.26mmActual Area (A)=98.7mm2Actual Area (A)=90.2mm2Ultimate Strength (fpu)=1860MPaUltimate Strength (fpu)=1760MPaMax. Allo. Strength (0.6fpu)=1116MPaMax. Allo. Strength (0.6fpu)=1056MPaJacking Force (Pj = A x 0.6fpu)=110.15kNJacking Force (Pj = A x 0.6fpu)=95.25kNDIFFERENCE BETWEEN USUAL & CHINESE STRANDS (%)A=9%fpu=5%Pj14%THEREFORE GOVERNING CRITERIA TO DECIDE BETWEEN USUAL & CHINESE STRANDS IS "JACKING FORCE". FOR EVERY USUALSTRAND, WE HAVE TO USE 14% MORE CHINESE STRANDS.USUAL STRANDSCHINESE STRANDSCOMPARISONNo. of StrandsArea (mm2)Jacking Force (kN)No. of StrandsArea (mm2)Jacking Force (kN)No. of Usual StrandsEquivalent No. of Chinese StrandsArea (mm2)Jacking Force (kN)Equivalent No. of Chinese Strands198.7110.15190.295.2512180.4190.5022197.4220.302180.4190.5023270.6285.7533296.1330.453270.6285.7534360.8381.0044394.8440.604360.8381.0045451476.2655493.5550.755451476.2656541.2571.5166592.2660.906541.2571.5167631.4666.7677690.9771.047631.4666.7678721.6762.0188789.6881.198721.6762.01810902952.51109888.3991.349811.8857.26911992.21047.7611109871101.4910902952.5110121082.41143.0112111085.71211.6411992.21047.7611131172.61238.2713121184.41321.79121082.41143.0112141262.81333.5214131283.11431.94131172.61238.27131513531428.7715141381.81542.09141262.81333.5214161443.21524.0216151480.51652.241513531428.7715181623.61714.5218161579.21762.39161443.21524.0216191713.81809.7719171677.91872.54171533.41619.27172018041905.0220Notes:This study is based on the Fugro - Suhaimi, "Tensile Strength Test Report" for "7-Wire Hubei Wire Strands".The use of these strands was permitted by Mr. Teofile F. Gonzalez (Previous QA/AC Manager).Above study is only applicable for usually used 7-Wire 12.7mm strands for HCS only in Saudi Asateer Factory.PCI 5.2.4PCI 5.2.4

&L&8&Z&F

300

55

20

35

15

128

15

128

15

Sec-B

Physical Properties of Sec-B

A = 75.75 cm

y = 1.6 cm

Ix = 130.42 cm

2

4

300

55

20

35

151281512815

Sec-B

Physical Properties of Sec-B

A = 75.75 cm

y = 1.6 cm

Ix = 130.42 cm

2

4

62000 N

75

600

Designed Section

130

10

Steel Angle: 150 x 150 x 10mm

Stiffeners: 130 x 130 x 8mm

62000 N

75

600

Designed Section

130

10

Steel Angle: 150 x 150 x 10mm

Stiffeners: 130 x 130 x 8mm

2

2

1

2

2

1

2 2

1

2

2

1

3 .00 t

50

150

15

200

200

15

130

0.43 t

(From PC Panel Weight)

(From Wind)

175

35

800

B

Sec-A

3 .00 t

50150

15

200

200

15

130

0.43 t

(From PC Panel Weight)

(From Wind)

175

35

800

B

Sec-A

300

150

79

143

79

A

Elevation

6mm FILLET WELD BETWEEN

STEEL ANGLE DOWEL BARS

300

150

79

143

79

A

Elevation

6mm FILLET WELD BETWEEN

STEEL ANGLE DOWEL BARS

3 .00 t

150

50

15

200

200

15

130

0.43 t

(From PC Panel Weight)

(From Wind)

175

35

300

150

79

143

79

800

B

Sec-A

A

Elevation

300

50

15

35

15

15

Sec-B

270

3 .00 t

150 50

15

200

200

15

130

0.43 t

(From PC Panel Weight)

(From Wind)

175

35

300

150

79 143 79

800

B

Sec-A

A

Elevation

300

50

15

35

1515

Sec-B

270

15.2kN

100

150

Designed Section

180

20

Steel Angle: 200 x 200 x 20mm

Stiffeners: 180 x 180 x 10mm

65

135

15.2kN

100

150

Designed Section

180

20

Steel Angle: 200 x 200 x 20mm

Stiffeners: 180 x 180 x 10mm

65

135

15.2kN

100

150

Designed Section

180

10

Steel Angle: 200 x 200 x 10mm

Stiffeners: 180 x 180 x 10mm

57

133

15.2kN

100

150

Designed Section

180

10

Steel Angle: 200 x 200 x 10mm

Stiffeners: 180 x 180 x 10mm

57

133

MBD00080693.unknown

MBD0008E999.unknown

MBD00002D36.unknown