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Similar to Steel design 04 example of steel rupture for tension member (20)
Steel design 04 example of steel rupture for tension member
- 5. Tensile Resistance Tr = ฯu*Ane *Fu
Here, ฯu = 0.75
Ane = An = 200*20 โ 3*(22+4)*20
= 2440 mm^2
Fu = 450 MPa
Tr = 0.75*2440*450 = 823500 N = 823.5 KN
5 Minutes Structure
- 6. Shear Strength for PL 200x20
5 Minutes Structure
Path 1 โ Red
Path 2 โ Blue
(Staggered)
- 7. Tensile Resistance Tr = ฯu*Ane *Fu
Here, ฯu = 0.75
Ane = An = 200*20 โ (22+4)*20*2
= 2960 mm^2
Fu = 450 MPa
Tr = 0.75*2960*450 = 999 KN
5 Minutes Structure
Path 1 - Red
- 8. Pitch and Gauge
Pitch โ 80 mm (Greater than 2.7d)
Gauge - 80 mm (Greater than 2.7d)
5 Minutes Structure
- 9. Tensile Resistance Tr = ฯu*Ane *Fu
Here, ฯu = 0.75
An = 200*20 โ 3*(22+4)*20 + (
๐ 2
4๐
โ 20) โ 2
= 2440 +
802
4โ80
โ 20 โ 2 = 3240 mm^2
Ane = U*An = 0.85*3240 = 2754 mm^2
Fu = 450 MPa
Tr = 0.75*2754*450 = 929.475 KN
5 Minutes Structure
- 10. Governing Tensile Resistance
Path 1 - Tensile Resistance = 999 KN
Path 2 - Tensile Resistance = 929.475 KN (Govern)
The Lower one will govern for Tensile Resistance
5 Minutes Structure