Calcul grinda metal HEA si UPNIncarcari normate daN/mpIncarcari calculVERIFICARE LA STABILITATE A GRINZIIstarea limita de stabilitatea locala pentru talpa comprimatastarea limita de stabilitatea generala
Sheet1PERMANENTEIncarcari normate daN/mpNIncarcari
calculUTILEIncarcari normate daN/mpNIncarcari calculZAPADAIncarcari
normate daN/mpNIncarcari
calculinvelitoare901.35121.51501.52251.281.51.921.3501.350Maxim
dintre utila si
zapada2251.921.50daN/mp1.35010200Gr11.350139.7260273973A=13.0000Mp1.350Qpard=7.55KN/mlTOTAL901.35121.5L=3.8750MdaN/mpdaN/mp21daN/mm2Gr2R=210000KN/m2Gr1A=8.5230MpA=13.0000MpQpard=3.1540707237KN/mlQpard=4.08KN/mlL=6.0800ML=3.8750MGr3Gr2A=8.0560MpA=8.5230MpQpard=2.98125KN/mlQpard=1.2616282895KN/mlL=6.0800ML=6.0800M
Gr3A=8.0560MpQpard=1.1925KN/mlL=6.0800M
&"Times New Roman,Regular"&12&A
&"Times New Roman,Regular"&12Page &P
Sheet3PERMANENTEIncarcari normate daN/mpNIncarcari
calculUTILEIncarcari normate daN/mpNIncarcari calculZAPADAIncarcari
normate daN/mpNIncarcari
calculinvelitoare90.001901501.52251.281.51.921010Maxim dintre utila
si
zapada2251301.9210daN/mp10Gr110A=13.0000Mp10Qpard=7.5483870968KN/mlTOTAL190L=3.8750MdaN/mpdaN/mp21daN/mm2Gr2R=210000KN/m2Gr1A=23.6500MpA=13.0000MpQpard=4.6583333333KN/mlQpard=3.0193548387KN/mlL=6.6000ML=3.8750MGr3Gr2A=8.0560MpA=8.5230MpQpard=2.98125KN/mlQpard=0KN/mlL=6.0800ML=6.0800M
Gr3A=8.0560MpQpard=0KN/mlL=6.0800M
&"Times New Roman,Regular"&12&A
&"Times New Roman,Regular"&12Page &P
Calc2UPN200M=23.2KN*mAi=0.0030090M2CalculNormateQ=23.9KNW=0.0001080M3Incarcari
utile11.63kN/m3.02R=210000
me: RS235=210000RS315=350000KN/m2Gr pr.0.70kN/m0.52
G grinda=50.6kg/m S=214814.81M=23.20KN*m6.70
T=7942.84Q23.90KN6.90 Sed=13765.20 S
