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Question Detail design of beams in Etabs 2018. The ETABS file for a G+4 building is provided. Run the analysis and design the RCC Moment ResistingFrame. The following challenge deals specifically with two continuous beams in the 1st floor. 1) 3 span continuous beam along grid A 2) 7 span continuous beam…
Parthiban M
updated on 29 Dec 2023
Question
Detail design of beams in Etabs 2018.
The ETABS file for a G+4 building is provided. Run the analysis and design the RCC Moment ResistingFrame.
The following challenge deals specifically with two continuous beams in the 1st floor.
1) 3 span continuous beam along grid A
2) 7 span continuous beam along grid 3
Address the following issues thereafter.
• Provide details of longitudinal and shear reinforcement for the two continuous beams. Sketch the beam elevation details or draft it using autocad software. A sample of how beam elevation details is prepared in consultancy firms is provided below. Participants can prepare it as per their preference:
Answer
1)Provide details of longitudinal and shear reinforcement for the two continuous beams. Sketch the beam elevation details or draft it using autocad software. A sample of how beam elevation details is prepared in consultancy firms is provided below. Participants can prepare it as per their preference:
Aim:
Introduction:
Procedure:
Step 1
Step 2
Step 3
Step 4
Step 5
Step 6
1) Reinforcement details along Grid A
Reinforcement Calculation
1) For Top
Total Ast required at top is = 1896 mm2
So,we can provide 3 bars of diameter 20 mm and 5 bars of 16 mm satisfies the overall Ast
Hence Satisfy.
2) For Bottom
Total Ast required at top is = 1026mm2.
So,we can provide 2 bars of diameter 20 mm and 2 bars of 16 mm satisfies the overall Ast
Hence Satisfy.
3) For Shear details
3)Calculate the maximum shear force value in any spans in both continuous beams, as per clause 6.3.3 (b) in IS 13920 – 2016. Also, confirm these values from the shear force demand calculated by ETABS. Please note that if longitudinal reinforcement provided is more than required (as per ETABS results), the shear force demand will vary from what is provided by ETABS.
Sway shear force to Right
After substituting the values, we get,
Sway shear force to the left
After substituting the values, we get,
Result:
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