With solution A Simply supported beam has a width of go0 mmeffective depthof mo mm . It is rern forced at the bottomwithto the eentroid of rein forcement is yo mm.fc'=94M Pa, fy=413 MPa.and anreinstel reinforcement area of 2464 mm?. Assuming SteelCoreringAssumingSteel Coreringaa. Determine the ratioof_the depth of compression bbeck to thedistance of the neutral axisb. Determine the balance steel Ration.c. Dotermine the cempressien block.from the top of the beam.,depthof

Solution:- Distance of neutral axis from top: xu=0.87fy×As0.36fc×b=0.87×415×24640.36×34×300…

A Simply supported beam has a width of go0 effective depth of g90 mm - It is rein forced at the bottom with and mm an astel reinforcement area uf 2464 mm?. Assuming Steel Covering to the centroid of rein forcement is 70 mm. fc'=94MPQ, fy= 41Š MPa. a. Determine the ratioof the depth of compression bleck to the distance of the neutral avis 'from the top of the beam, b. Determine the balance Gteel Ration. c. Determine the depth of cempression block.

A Simply supported beam has a width of go0 effective depth of g90 mm - It is rein forced at the bottom with and mm an astel reinforcement area uf 2464 mm?. Assuming Steel Covering to the centroid of rein forcement is 70 mm. fc'=94MPQ, fy= 41Š MPa. a. Determine the ratioof the depth of compression bleck to the distance of the neutral avis 'from the top of the beam, b. Determine the balance Gteel Ration. c. Determine the depth of cempression block.

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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