369651 A massive stone pillar \(20\;m\) high and of uniform cross section rests on a rigid base and supports a vertical load of \(5.0 \times {10^5}\;N\) at its upper end. If the compressive stress in the pillar is not exceed \(1.6 \times {10^6}\;N/{m^2}\), what is the minimum crosssectional area of the pillar? (Density of the stone \( = 2.5 \times {10^3}\;kg/{m^3}\). Take \(g = 10\;N/kg)\)
369651 A massive stone pillar \(20\;m\) high and of uniform cross section rests on a rigid base and supports a vertical load of \(5.0 \times {10^5}\;N\) at its upper end. If the compressive stress in the pillar is not exceed \(1.6 \times {10^6}\;N/{m^2}\), what is the minimum crosssectional area of the pillar? (Density of the stone \( = 2.5 \times {10^3}\;kg/{m^3}\). Take \(g = 10\;N/kg)\)
369651 A massive stone pillar \(20\;m\) high and of uniform cross section rests on a rigid base and supports a vertical load of \(5.0 \times {10^5}\;N\) at its upper end. If the compressive stress in the pillar is not exceed \(1.6 \times {10^6}\;N/{m^2}\), what is the minimum crosssectional area of the pillar? (Density of the stone \( = 2.5 \times {10^3}\;kg/{m^3}\). Take \(g = 10\;N/kg)\)
369651 A massive stone pillar \(20\;m\) high and of uniform cross section rests on a rigid base and supports a vertical load of \(5.0 \times {10^5}\;N\) at its upper end. If the compressive stress in the pillar is not exceed \(1.6 \times {10^6}\;N/{m^2}\), what is the minimum crosssectional area of the pillar? (Density of the stone \( = 2.5 \times {10^3}\;kg/{m^3}\). Take \(g = 10\;N/kg)\)
369651 A massive stone pillar \(20\;m\) high and of uniform cross section rests on a rigid base and supports a vertical load of \(5.0 \times {10^5}\;N\) at its upper end. If the compressive stress in the pillar is not exceed \(1.6 \times {10^6}\;N/{m^2}\), what is the minimum crosssectional area of the pillar? (Density of the stone \( = 2.5 \times {10^3}\;kg/{m^3}\). Take \(g = 10\;N/kg)\)