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Q4. (20 pts) A kN/m BEN. X mm The beam has the cross-sectional area and loaded as shown. Draw the bending and shear force dia
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140 kN/m ☆ 25 kn.m A Im 3 m RAT Rg 60 KN ho (3) 60. (:(3) - Rg (3) + 25 30 Ro 14513 EN Rg - 648.33 60-48.33 RA RA - 11.67 km

Maximum Bending stress 6 z Moy 125 + 10 = 135 whe = 0.135 he I I I (75) C1003 + C18XC10) (235d 135 - 532 12 10.29 X 0.135 7 1

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