Determine the design ultimate moment of resistance of the followingbeam :Prestressing tendonsSection Properties= 1860 N/nmm2213000 mm2A.I = 13.19 x 10° mm41.15= 195 kN/mm²325 mmAm= 845 mm2d = 700 mim400P.880 kNb, = 400 mim200 mm200Concrete150 mm1 = 40 N/mm27501501.5Ec = 28.0 kN/mm2200

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

Determine the design ultimate moment of resistance of the following beam : Prestressing tendons = 1860 N/mm² Section Properties A = 213000 mm2 = 1.15 I = 13.19 x 10° mm4 = 195 kN/mm? Eps = 845 mm? e = 325 mm A d = 700 mim 400 P. 880 kN b, = 400 mm h, = 200 mim 200 Concrete 150 mm 40 N/mm2 750 150 = 1.5 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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