24 -180 x (13.24) x (13.24)/2==43792.62 kNm
Mmax (-ve) = -78800 kNm at point C
Thus, the point at which the bendingis at 0 is calculated as follows:
3488/a=-78800/(8-a)= -0.36m
Based on the moment bending diagram presented in Appendix 1, the paper discusses the appropriate factor of safety and the serial size of the structural section that should be used for beams, AB, BC and CD.
Safety Sized used for the Beam
The goal of this project is to enhance appropriate safety of the structure capable of resisting the anticipated loading to enhance adequate margin of safety. Typically, the structure is designed to anticipate that the joints possess rotational stiffness to ensure that the moment around the frame and distribution of forces are not significantly different from the calculation.
Elastic beam theory has been the basis of the structural steel design and analysis. Elastic beam theory is based on...
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