Hi,
After researching I found a formula by Timoshenko (1957) and Burland and Wroth (1974) deflection of a central load on a deep beam. I'm wondering if there is a similar style formula for a symmetric two point loading on a deep beam which calculates the deflection?
Would appreciate all the help!
After researching I found a formula by Timoshenko (1957) and Burland and Wroth (1974) deflection of a central load on a deep beam. I'm wondering if there is a similar style formula for a symmetric two point loading on a deep beam which calculates the deflection?
Would appreciate all the help!