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(Solved):   Question_2 Using the \( \alpha, \beta \) method, design the shown ribbed slabs layout and: ...



Question_2
Using the \( \alpha, \beta \) method, design the shown ribbed slabs layout and:
1. Find the solid parts around all

 

Question_2 Using the \( \alpha, \beta \) method, design the shown ribbed slabs layout and: 1. Find the solid parts around all projected beams. 2. Give all reinforcement details to scale. 3. Determine the loads for both bending and shear for the Beam on axis-B. 4. Suggest a suitable statical system for the corner cantilevered RS. Given: \( L . L .=2 \mathrm{kN} / \mathrm{m}^{2}, f_{c}^{\prime}=28 \mathrm{MPa} \) and \( f_{y}=420 \mathrm{MPa} \) Flooring load \( =1.5 \mathrm{kN} / \mathrm{m}^{2} \), False Ceiling \( =1.5 \mathrm{kN} / \mathrm{m}^{2} \) and no wall loads. All beams are \( 30 \times 60 \mathrm{~cm} \)


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Given data Floor load = 1.5 kNm2 False Ceiling load = 1.5 kNm2 Live Load = 2 kNm2 Beam section 30×60 First, we get here solid part around the beam is
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