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12kN/m 40KN CROSS-SEC NON OF BEAM E = 207GG Poisson's ratio:a3 OKN A 7 с 14.27 km als 0.3 10.36kN B 51.37 kN 0.1m 3m am
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12kN/m 40KN CROSS-SEC NON OF BEAM E = 207GG Poisson's ratio:a3 OKN A 7 с 14.27 km als 0.3 10.36kN B 51.37 kN 0.1m 3m am
12kN/m 40KN CROSS-SEC NON OF BEAM E = 207GG Poisson's ratio:a3 OKN A 7 с 14.27 km als 0.3 10.36kN B 51.37 kN 0.1m 3m am am 1) FIND THE DETERMINACY DEGREE. OF THE BEAM 2) IDENTIFY THE POSITION OF THE BEAM WHERE ARISES THE MAXIMUM BENDING MOMENT FROM THIS TENSILE POSITION THE CALCLILATE MAXIMUM STRESS COMPRESS WE THE CURVATURE, MAXIMUN STRESS TENSILE STRAN AVO MAXIMLIM COMPRESSIVE MAXIMUM STRAIN,
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