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Cold joints inRCC should not be allowed
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Cold joints in RCC can be allowed
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MAYUR MASKE
| Argues in support of
"Cold joints in RCC can be allowed"
| 1 year ago
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I agree with Mr.Ghosh, wecan not avoid the cold joints because of some obuvious practical reasons.but the possitions of such joints is very very important & beam-column joints are the most carelessly concreted parts.It is advoicable to provide...
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nikhil sharma
| Argues in support of
"Cold joints inRCC should not be allowed "
| 1 year ago
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during the working it is sometime unable to complete the job or situation make it unable,so the these joint are made but we should always try to avoid these joints.
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RAVINDRA JAIN
| Argues in support of
"Cold joints inRCC should not be allowed "
| 1 year ago
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As per standard engineering practice and good behaviour of concrete structure this should be avoided upto maximum extent, however it it is unavoidable situation it needs to be properly treatment of recommonded chemicals so component should act as...
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Debate: "Cold joints in RCC is permissible or not" deleted from your view.
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