The beam has a Young's modulus of Eo 100 GPa, a length of / = 4 m and 2nd moment of area of I₂ = 4 m². The intensity of the uniformly distributed load is w = 100 N/m. Now calculate the maximum beam deflection: Umax X Expected answer: 0.1149623254 (m)

Q1/ For a simple beam loaded as shown in Figure 1. Determine the slope and deflection at the position midway between the supports. Take E for beam material 2x10³N/mm², I= 5x108 mmª. 25 kN C D E 3 kN/m F 82 kN-m BANDENYJUNIC B 2 m2 m2 m2 m2 m2 m Figure 1

helppp

assume that a max deflection is equal to (length/1000)mm is to be the limiting factor in selecting a W-beam having a span length of 1.65 meters. Fixed at one end and the load at the free end is 22.10kN. I=70,472,515mm^4. Determine the minimum material stiffness (Young's Modulus) in GPa.