Civil Engineering - Strength of Materials - Discussion
Discussion Forum : Strength of Materials - Section 4 (Q.No. 50)
50.
The maximum compressive stress at the top of a beam is 1600 kg/cm2 and the corresponding tensile stress at its bottom is 400 kg/cm2 . If the depth of the beam is 10 cm, the neutral axis from the top, is
Discussion:
15 comments Page 2 of 2.
Reddy said:
7 years ago
Thank you @Ganesh.
Munni said:
7 years ago
Max tensile stress/max. Compressive stress=m (d-h/h) , considering m which is the modular ratio=1 we get 400/1600=1 (10-h/h), by solving we get h=8cm.
Pawan said:
6 years ago
Thank you very much @Ganesh.
Protul said:
6 years ago
Thanks all for explaining it.
Rabin Das said:
6 years ago
Thanks @Ganesh.
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