Does this beam have enough capacity to carry the applied moment? Also, calculate the position of neutral axis. h=50cm, bw= 25 cm, and d'=3cm. C25 and S420 are used. (kı= 0.85; fed 17 MPa; fyd=365 MPa; Es= 2X10°N/mm?)

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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2- Does this beam have enough capacity to carry the applied moment? Also, calculate the
position of neutral axis. h=50cm, bw= 25 cm, and d'=3cm. C25 and S420 are used.
(kı= 0.85;
fed= 17 MPa; fyd=365 MPa; E= 2×10°N/mm2)
DL= 30 kN/m
LL= 15 kN/m
4Ф 22
5.3 m
Transcribed Image Text:2- Does this beam have enough capacity to carry the applied moment? Also, calculate the position of neutral axis. h=50cm, bw= 25 cm, and d'=3cm. C25 and S420 are used. (kı= 0.85; fed= 17 MPa; fyd=365 MPa; E= 2×10°N/mm2) DL= 30 kN/m LL= 15 kN/m 4Ф 22 5.3 m
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