The maximum moment magnitude that may be applied to the beam is M = 3.77 kN-m. This moment creates a bending stress of σx = +131.2 MPa at the top of the beam and a bending stress of σx = –100 MPa at the bottom of the beam.
The maximum moment magnitude that may be applied to the beam is M = 3.77 kN-m. This moment creates a bending stress of σx = +131.2 MPa at the top of the beam and a bending stress of σx = –100 MPa at the bottom of the beam.