Question

For 610 UB 113 Grade 300 plus universal beam with full lateral restrain to the critical flange maximum design moment capacity M* about the x-axis

Answer 1

To Calculate the M* About the X axis in the Steel Section 610UB113 Grade 300 Plus Universal Beam as per the Equation.

We need to Calculate the Msx and Mbx Values. Such that It should be Greater than the Minimum Bending Moment

By getting Values from the Table of Contents.

The Properties are,

Maximum Moment It can Withstand is 921.2 kN m. As of Considering Factor of Safety the Design Moment will be 892 kN m.