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MECHANICSFIGURE 83: DIANA STRESSES SIDE WIND LOADFIGURE 84: DIANA DEFLECTIONS SIDE WIND LOADSide Wind LoadResults Improved DIANA Requiredσ max 9x 10 -3 N/m 2 <310 N/m 2δ max 1.9 mm <2 mmFIGURE 85: CASE 2A - DIANA SIDE LOAD IMPROVEDTABLE 15: CASE 2A RESULTS IMPROVED SIDE WIND LOAD54
MECHANICS2.B Unit with RibsFor the calculation of the ribs, the same simplificationschemes explained in case 2.A (Fig. XX) is considered.Moreover, only calculations of deflection are needed inthis approach, since the previous analysis proved thatthickness over 5 mm was resistant against brakingloads. Nevertheless, complete hand calculations weredeveloped in order to check the results and comparethem with Diana (see Appendix).Firstly, the structural behaviour of a rib that supportsa 1m wide flat sheet is analysed. The self-weight ofthe flat sheet is neglected, so the only force that isconsidered is the wind load of 1 kN/m 2 applied fromthe top side of the rib (Fig. 86). If we consider 1 m wideof the flat sheet around the rib, it means that a windforce of 1kN/m is applied to each rib.Secondly, an analysis of the wind load from the topand lateral side of the rib was evaluated in the handcalculations for deformation. For the calculation of thedeformation, an average between simple supportedand fixed beam deformation was performed, in order toconsider the rest of the forces of the structure. In thiscase, since the ribs will be main structural elements,a deformation less than 1 mm is demanded. In theend, it could be seen that the top wind load was morecritical for the structural behaviour of the rib, but witha small difference.The initially expected dimensions of the ribs in the handcalculations were increasing gradually, achieving a finaldimension of b=6mm and h=70mm. Nevertheless, likein the previous cases, the simplification shape leads tonon-reliable results, therefore Diana analysis needs tobe performed and checked.Finally, an acceptable deflection of under 0.5 mmwas obtained in both cases of wind load. Therefore,the next step is to calculate the distance between thecalculated ribs.FIGURE 87: DEFLECTION TOP LOAD1.0 mbhwithout selfweightFIGURE 86: CASE 2B - BEAM SECTIONFIGURE 88: DEFLECTION SIDE LOADTop Wind LoadResults H. Calculations Diana Requiredδ max 1.85 mm - 0.39 mm in middle of DE <1 mmTABLE 16: RESULTS TOP WIND LOADSide Wind LoadResults H. Calculations Diana Requiredδ max 0.08 mm 0.38 mm in D <1 mmTABLE 17: RESULTS SIDE WIND LOAD55
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CONTENT00 | INTRODUCTIONASSIGNME
Page 5 and 6:
The Academic Medical Center (AMC) i
Page 7 and 8: INTRODUCTIONFIGURE 3: THE DEMOUNTAB
Page 9 and 10: INTRODUCTIONQiao Cendón4854950Elev
Page 11 and 12: INTRODUCTIONROUND-UPEvaluating in d
Page 13 and 14: DESIGNWHY?Solar chimneys are mostly
Page 15 and 16: SimplificationThe selected concept
Page 17 and 18: DESIGNto be as flexible as possible
Page 19 and 20: DESIGN4. INSTALLATIONSPV-cellsPV ce
Page 21 and 22: to avoid heat transmission to the f
Page 23 and 24: DESIGNQANCHOR SYSTEMBACK PLATEINSUL
Page 25 and 26: DESIGNCopper pipes 2 CM DiameterCol
Page 27 and 28: DESIGN0.06Aluminum tab for coupling
Page 29 and 30: DESIGNFIGURE 27: FACADE OF THE AMC,
Page 31 and 32: Ardiente has a narrow shape with a
Page 33 and 34: PRODUCTIONopeningair ouletWATERsmok
Page 35 and 36: PRODUCTIONMaterial ListMock-up mate
Page 37 and 38: After weeks of testing new material
Page 39 and 40: PRODUCTIONwoodcardboardstyreneplexi
Page 41 and 42: PRODUCTIONMOCK-UPFIGURE 42: MOCK-UP
Page 43 and 44: PRODUCTIONFIGURE 44: TEAM39
Page 45 and 46: PRODUCED BY AN AUTODESK STUDENT VER
Page 47 and 48: MECHANICSIn order to calculate the
Page 49 and 50: MECHANICSEven though the maximum st
Page 51 and 52: MECHANICSRegarding deflections, the
Page 53 and 54: MECHANICSFIGURE 1: DIANA STRESSES T
Page 55 and 56: MECHANICS2. CLOSED FRAMEWIn this ap
Page 57: MECHANICSSecondly, the structural b
Page 61 and 62: MECHANICS3. CASE RIBS DISTANCE OF T
Page 63 and 64: MECHANICSCase 3, 4 and 5 middle rib
Page 65 and 66: MECHANICS5. ANCHORINGThe anchors we
Page 67 and 68: CONCLUSIONSCONCLUSIONS63
Page 69 and 70: Qiao: Although I used to have this
Page 71 and 72: Javier: Bucky Lab by Marcel Bilow w
Page 73 and 74: APPENDIXAPPENDIX69
Page 75: APPENDIXMOCK UP FRONT VIEW RIGHT VI
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