313اعرخ25017ample(4)For the beam section shownfigrese, assume:-Ae= 28 MPa , fy= 420 MPa., EsIE=S 650fr = modulus of ruptureso.62VFé600(Effectivedepth)%3D%3DDetermine the max. stresses inTensionConcréte and in steel reinforcementif the applied3 25Ast = 1530 mmFig.(4)B.M= 61 kN:m at thissection.solution: The actual inf2504Beams

Solution:- Neutral axis of section, b.x22=m×As×d-x250x22=8×1530×600-xx2+97.92-58752=0x=198.32 mm…

250 Lample)For the beam sectiom shown afigrese, assume:- Pe= 28 MPa , fy= 420 MPa., EsIE =S 650 fr = mocdulus of assume :- 600 (Effective depth) ruptureco.62VF? %3D ーと Tension Determine the max. stresses in 3 25 Ast =1530 mm Fig.(4) Concréte and in steel reinforcement if the applied B.M= 61 kN:m at this section. solution: Ths 2504

250 Lample)For the beam sectiom shown afigrese, assume:- Pe= 28 MPa , fy= 420 MPa., EsIE =S 650 fr = mocdulus of assume :- 600 (Effective depth) ruptureco.62VF? %3D ーと Tension Determine the max. stresses in 3 25 Ast =1530 mm Fig.(4) Concréte and in steel reinforcement if the applied B.M= 61 kN:m at this section. solution: Ths 2504

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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