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Reinforcement detailing of Columns from ETABS output
Aim: To Provide details of longitudinal reinforcement for the two columns, from foundation to terrace level. Procedure : Step 1 : Using the same etabs structure in the last challenge , open the structure in elevation mode. Step 2 : click on start design/check option in the( design drop down -> concrete frame…
Vejetha Sajeevan
updated on 29 Oct 2021
Aim: To Provide details of longitudinal reinforcement for the two columns, from foundation to terrace level.
Procedure :
Step 1 : Using the same etabs structure in the last challenge , open the structure in elevation mode.
Step 2 : click on start design/check option in the( design drop down -> concrete frame design )
Step 3 : after the check is complete , go to design -> concrete frame design -> beam design info
and give in output longitudinal reinforcement and shear reinforcement
longitudinal reinforcement :
Shear Reinforcement :
COLUMN 3A:
Max Ast = 7027 mm2
so provide 9 no of bars of dia 30mm. = 6358mm2
2 bars of 20 mm =628 mm2
provide 10mm stirrups with 150 mm for zone c ;
since width is greater than 300mm provide confining reinforcement in both directions
COLUMN 3B:
MAx Ast = 5046mm2
so provide 6 no of bars of dia 32 mm = 4823.04mm2
2 bars of 12 mm = 226.08mm2
also provide 10mm stirrips at 150mm c/c at zone c.
summary:
RESULT :
The model was analysed and the detailing of rebar was done in autocad.
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Read more Projects by Vejetha Sajeevan (56)
Project 1
### Given Data- Floor thickness: \( t = 120 \text{ mm} = 0.12 \text{ m} \)- Density of concrete: \( \rho = 24 \text{ kN/m}^3 \)- Floor finish and mechanical loads: \( 3 \text{ kPa} \)- Live load: \( 5 \text{ kPa} \)- Modulus of elasticity of concrete: \( E = 10 \text{ GPa} \)- Beam dimensions: \( 500 \text{ mm} \times…
03 Jun 2024 01:44 PM IST
Project 2
Aim - To Model & Design a Proposed PEB Warehouse using STAAD. Pro. Introduction - Here we model and design the PEB warehouse building. As per given description, material data, specification we can design it. PEB - Pre engineered buildings are factory built buildings shipped to site and assembled by bolting together. The…
14 May 2023 12:08 PM IST
Week 12 Challenge
Design of Foundation in STAAD Foundation 1. Isolated Footing Design isolated footing for a column 300 mm x 450 mm, carrying axial load of 1500 kN and Mu = 150 kNm using STAAD. Foundation. Assume that the moment is reversible. The safe bearing capacity of the soil is 200 kN/m2 at a depth of 1 metre from ground level. Use…
09 May 2023 07:59 AM IST
Week 11 Challenge
Analysis & Design of Pipe Rack Structure in STAAD.pro Question 1:- Friction load determination A pipe carrying LNG rests on the shoe having vertical force of 125 kN. Calculate the Friction load on the axis. Also find the friction force, if TEFLON pad is used between shoe and pipe support. Aim:- To calculate…
09 May 2023 06:47 AM IST
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