A beam has a uniformly distributed load UDL, = 3.0 kN/m over a 5.5 m distance along the beam (AC) and a uniformly distributed load UDL2 = 7.5 kN/m over the remaining 2.5 m distance (CB) of the beam. What is the value of the vertical reaction (RBy) at support B? Assume a weightless beam and give your answer in kilonewtons (kN) to 2 decimal places. UDL2 = 7.5 kN/m UDL1 = 3.0 kN/m 5.5.m 2.5m A В

For the beam and loading shown below, determine the beam deflection at point H. Assume that EI = 6.9 × 104 kN·m2 is constant for the beam; w = 6.4 kN/m, LHA = 3.0 m, LAB = 6.0 m.

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)

The continuous beam shown in the diagram has lengths L1=5 m and L2=4 m. The beam is subjected to a uniformly distributed load q = 4 kN/m which start at a distance b= 0.1*L2 m from the support B and extend to a distance c=0.4*L, m beyond the starting point and a point load P = 9 kN located at a distance a = 0.1*L, m from support A. What is the value of the bending moment at the middle of the span AB if the beam is inclined at an angle 0=20 degree. Give your answer to one decimal place. a L1 L2