Component Annexture

32mm dia bar 18 Nos.

25mm dia bar 10 Nos.

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6 No.- Dia 16 mm 16mm dia 8Legged Stirrups @ 250mm c/c

Summary of Reinforcement Provided

Side face Reinforcement Stirrups / TiesTop Reinforcement

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10 No.- Dia 25 mm

Bottom Reinforcement

Vertical Reinforcement( both faces)

2C

DESIGN OF PORTAL BEAM 2A

DESIGN OF COLUMNS 2BProvide 10 dia @ 250 c/c links.

DESIGN OF ISOLATED RCC FOOTING

Provide 16 mm dia bars both way @ 200 mm c/c

10 No.- Dia 32 mm

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7061364 SKHEP Structural Design of Portal at Diversion Tunnel |Rev. No. 1 | November 2013