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A simply support beam is loaded as shown in the following figure. 1) Draw the shear force and bending moment diagrams. 2) Cal

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Gogo 30 kNm SOKNim 3m B (1.5m) C (1.5m) 4 - Looko - 200KN 200 SRD (KN) - - 100 - Vmax=+200 KN 40 2150 (+) 240 190 30KNM BMD (collcolation For SFD and BRD Shear Force Coup) ↑ It It Ill I sign convention moment (Mo) CL+ (-D T Tome AB oca c3m, xyoom A V# Shear Stress Distribution Tin Beams + T - SCAT) - f ТЬ Where A Y & mom Section of area a-a of about above section N.A, Z atomaa 1.5X10KN/m I haoim y=0.050 30000 kN/m Tmas O.imab omar Bending stocs Shear stress elefan clist? Benolong stress ror Rect

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