Determine the deflection {using E = 200 GPa and I = 63450000mm to the 4th throughout each
Fantastic news! We've Found the answer you've been seeking!
Question:
Determine the deflection {using E = 200 GPa and I = 63450000mm to the 4th throughout each beam} for the following [at the free end for cantilever beams and at the midspan for simple beams & overhanging beams]:
Please provide a solution using the Moment Area Method.
K) a 6-m symmetrical overhanging beam with a 4kN/m rectangular load acting on the entire length {'E' - 'D'} of the beam and two 10kN concentrated loads acting at each of the free ends of the beam {main span = 4m from 'A' to 'B', overhanging sections 'E' - 'A' = 'B' - 'D' = 1m}
Related Book For
Posted Date: