Example 2Determine the design ultimate moment of resistance of the followingbeam :Prestressing tendons= 1860 N/mm?Section PropertiesA = 213000 mm2I = 13.19 x 10° mm4f,puYm = 1.15= 195 kN/mm2pse = 325 mm= 845 mm?ApsP. = 880 kNd = 700 mm400b; == 400 mm%3Deh= 200 mm200Concreteb.= 150 mm= 40 N/mm2%3D750150= 1.5Ec = 28.0 kN/mm2%3D200

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Determine the design ultimate moment of resistance of the following beam : Prestressing tendons f = 1860 N/mm² Section Properties A = 213000 mm2 I = 13.19 x 10° mm4 pu Ym = 1.15 *xx E = 195 kN/mm² e = 325 mm Aps = 845 mm? P. = 880 kN d = 700 mm 400 b, = 400 mm h = 150 mm = 200 mm 200 Concrete %3D f = 40 N/mm2 cu 750 150 Ym = 1.5 %3D Ec = 28.0 kN/mm2 200

Determine the design ultimate moment of resistance of the following beam : Prestressing tendons f = 1860 N/mm² Section Properties A = 213000 mm2 I = 13.19 x 10° mm4 pu Ym = 1.15 *xx E = 195 kN/mm² e = 325 mm Aps = 845 mm? P. = 880 kN d = 700 mm 400 b, = 400 mm h = 150 mm = 200 mm 200 Concrete %3D f = 40 N/mm2 cu 750 150 Ym = 1.5 %3D Ec = 28.0 kN/mm2 200

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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