Column Splice

[@umeshseetha101]

Why we should keep 2mm gap between two members in splice?

[@TonmoyMaity]

to eliminate thermal stress

[@probasco1867]

​@@TonmoyMaity Thermak stress is allways there.

[@uvaraj6328]

For shear force ,creating tension for bolt at flange portion....Is not check?

[@karmeliacynthia7151]

How is the transfer of moment load for end plate splice?

[@gnidnoeled786]

Would you tell us, why splice of structural steel box girder for elevated metro rail transit is located near the support?

[@TonmoyMaity]

moment is least there

[@gnidnoeled786]

@@TonmoyMaity Thanks.

[@gnidnoeled786]

Where should be the location of splice in columns if we decide to have one and two locations. Is it h/2 and h/3 respectively?

[@TonmoyMaity]

Provide at point of contraflexure

[@gnidnoeled786]

@@TonmoyMaity Is contraflexure = inflection point ?

[@TonmoyMaity]

@@gnidnoeled786 yes

[@gauravmahajan636]

Sir why splices are provided at point of contra flexure please explain

[@TonmoyMaity]

sure

[@rameshkumarchourasia5293]

why there is gap between two column when connecting through splice

[@tesla9050]

Expansion or contract ion gap

[@thienlitming9843]

Tq for the explanation..

[@TonmoyMaity]

Keep watching

[@rok9477]

please show us a moment connection between column to rafter knee connection only welded coneection.I want know that How does it works?
Please sir.

[@TonmoyMaity]

Ok

[@IndianWarriors]

Loved it

[@TonmoyMaity]

Glad you like it

[@sanknoor]

Sir rohit here. Sir can you please explain me about the wave.remaning part i have understood very easily

[@TonmoyMaity]

ok

[@probasco1867]

Never use that splice, will not transmit full load. We always use end plate moment connection on columns.

[@sports-oh1gp]

Please take online class sir

[@TonmoyMaity]

I'll try