A rectаngulаr steel plаte [E = 195 GPa, ν = 0.28, and Y = 240 MPa] has a width оf 0.8 m, a length оf 1.1 m, and a thickness оf 20 mm. All four edges are fixed. The plate is subjected to a uniform pressure of 120 kPa. Considering the effect of Poisson's ratio, determine the maximum bending moment per unit width in the plate.
A rectаngulаr steel plаte [E = 190 GPa, ν = 0.30, and Y = 250 MPa] has a width оf 0.6 m, a length оf 1.3 m, and a thickness оf 30 mm. All four edges are fixed. The plate is subjected to a uniform pressure of 140 kPa. Determine the maximum deflection of the plate.
A rectаngulаr steel plаte [E = 205 GPa, ν = 0.31, and Y = 250 MPa] has a width оf 0.6 m, a length оf 1.4 m, and a thickness оf 25 mm. All four edges are simply supported. The plate is subjected to a uniform pressure of 150 kPa. Determine the maximum deflection of the plate.
A rectаngulаr steel plаte [E = 210 GPa, ν = 0.29, and Y = 240 MPa] has a width оf 0.8 m, a length оf 1.4 m, and a thickness оf 30 mm. All four edges are fixed. The plate is subjected to a uniform pressure of 150 kPa. Determine the maximum deflection of the plate.