Autodesk Fusion 360 Cracks
We are trying to find out how correctly Robot calculates deflections and cracks for slab with provided reinforcement. I didnt find ant verefication manuals on this theme in document named 'Verification Manual EU codes'. For beams its ok and slabs only punching is ferifed. I have made a simple test: 2 models, first one is slab model 1x6x0,25m, meshed and reinforced correctly and finally verifed for deflection and cracks. And a beam with the same section parameters, same reinforcement, verifed in rc modul for deflection and cracks also. Slab model gives me bigger deflections and crack widths.
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1x6x0,25m with bottom reinf. Slab model: defl.
27mm, crack 0,22mm. Beam model: defl. 20mm, crack 0,18mm 2. 1x6x0,25m with bottom reinf. Slab model: defl. 30mm, crack 0,26mm.
Beam model: defl. 21mm, crack 0,24mm 3.
1x6x0,25m with bottom reinf. Slab model: defl. 19mm, crack 0,10mm. Beam model: defl. 15mm, crack 0,08mm Any comments? I cant find a mistake or the problem issue. I will upload 2 files: one witj slab model and another with beam. Parameters are the same: reinforcement 12-100, cover 25mm, concrete C30/37.
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Autodesk Fusion 360 Crack
Now i get for slab model defl 25,8mm, crack width 0,19mm and vs beam model deflection 16,8mm and crack wodth 0,16mm. Bending moments are similar: 67kNm for ULS and 50kNm for SLS. Concrete strength (C30/37) and cover (25mm) should be the same also. PS Results for slab are also done with stiffness update method. PPS I can take the cracks difference of 20% between two models, but for deflection its about 50%.
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