A freely supported beam AB of span 4 m is subjected to a UDL of 1kN/m over the full span and a moment of 2kN-m at support A as shown in the figure. The resulting BM at mid-span C of the beam will be
⇒RA×4=1×4×2+2
⇒RA=2.5kN
∴ BM at mid-span C is
MC=2.5×2−1×2×1−2
= 1 kNm (sagging)