Software is killing Structural Engineering.
What happened to good old first principles design?
L/360.
check against. ∆= wL⁴/384EI
Get beam depth. E 25,000mpa
I = bh³/12.
Get the UDL.
Limiting Moment.
Mu = 0.138fckbd².
compare. Mu = 0.87Asfy(d-a/2).
confirm under reinforcement.
Then design the beam ( LRFD)
EN 1990- 1993/4
Why use software for simple beam design.
Use software for Finite Element Analysis
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