Design of End Block Reinforcement of Post-Tensioned Girder
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Design of End Block Reinforcement of Post-Tensioned Girder
Unit: ton, m, ksc
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end-bl1.xls (Size: 526 KB / Downloads: 363)
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Design of End Block Reinforcement of Post-Tensioned Girder Unit: ton, m, ksc
end-bl1.xls (Size: 526 KB / Downloads: 363)
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The following 25 users Like kowheng's post:• ruaumoko, bhawk0, Dell_Brett, jcoronellr, Clouseau, oanm2000, cpchia, usman, junaid, levanduy, Grunf, essam2109, kairel82, jfjdm, Gabemzaman, Amobin, arief_gond, malc, yyyready, SCREAM7890, pezhmankhan, haiquyppl1984, simanta, psk62, spat
12-04-2010, 07:07 PM
Friend, can you refer which code rules or manual calculation of this example?
Thank you
12-04-2010, 08:47 PM
End block reinforcement was designed by working stresses method, any code where they specify allowable tensile stress of steel, allowable compressive stress of concrete can be applied.
Regards,
The following 6 users Like kowheng's post:• oanm2000, Dell_Brett, usman, Grunf, ruaumoko, Umer.Aleem |
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