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Q4 A Cantilever rectangular beam of 2m span carries characteristic pearmeant action (Excluding self weight of beam) of 6.5 KN/m and variable action of 5.5KN/m along with point load 4.5 KN at free end respectively. The beam dimensions are breadth-300mm effective depth-360mm. Assuming the following material strengths, calculate the area of reinforcement required. Fck-30N/mm2, Fyk-500N/mm2.d-25mm [Ans-Ası -815 mm2 2T25 ф-982mmal 00 0000 00 00 00O

engineering   Civil-Engineering   
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di: 25mm; が360 mm 4.5KN c 8GOmm 2 5 m m 2m l 360mm 3comm setf weight of O.3 xO.325 x 25 -ve) ud due to besn 2. 3875 Con) factoredMoment from directly from B서 35.3215 X1.5 Mu 5333125 kN M roy Compot abilty Condlthons C T) 14 l canfolloo my Procedure

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