Calculate the prestressed beam section stresses in any fibre and any condition (phre & post construction) of thefollowing prestressed concrete section properties and external load data.q N/ mmProperties&LoadDataunitb =300 mmh=740 mme =350 mmL =8.300 mmq = dead loadF= Jacking Force =50 N/ mm900.000 NSection Propertiescalculatedunity = 1/2 xhA = bx h1= 1/12 xb x hở370 mmy222.000 mm 210.130.600.000 mm 4Fxe =315.000.000 N mmM = 1/8 x q x L2430.562.500 Nmmyeb

The prestress in the top fiber having both dead load and live load is given by:…

Calculate the prestressed beam section stresses in any fibre and any condition (phre & post construction) of the following prestressed concrete section properties and external load data. q N/ mm Properties&Load Data unit b = 300 mm 11111111 h= 740 mm e = 350 mm F L= 8.300 mm q = dead load_ F= Jacking Force = 50 N/ mm 900.000 N Section Properties calculated unit y = 1/2 xh A = bx h 1=1/12 xb x h3 370 mm 222.000 mm 2 10.130.600.000 mm 4 Fxe = 315.000.000 N mm h M = 1/8 x q x L2 430.562.500 Nmm e b

Calculate the prestressed beam section stresses in any fibre and any condition (phre & post construction) of the following prestressed concrete section properties and external load data. q N/ mm Properties&Load Data unit b = 300 mm 11111111 h= 740 mm e = 350 mm F L= 8.300 mm q = dead load_ F= Jacking Force = 50 N/ mm 900.000 N Section Properties calculated unit y = 1/2 xh A = bx h 1=1/12 xb x h3 370 mm 222.000 mm 2 10.130.600.000 mm 4 Fxe = 315.000.000 N mm h M = 1/8 x q x L2 430.562.500 Nmm e b

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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