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Find the ultimate moment capacity of the beam shown in fig-IV. fc is 17 Mpa . fy = 280+ Roll No . Beam is singly

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Find the ultimate moment capacity of the beam shown in fig-IV. fc is 17 Mpa . fy = 280+ Roll No . Beam is singly reinforced. where R = 50

-575mm -20" 16#6 o O 6514 K4147 k54 FIG-IV

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