A steel rod with modulus of elasticity, E = 210 GPa is fixed to the wall at one end and applied 600 kN load, as shown in
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A steel rod with modulus of elasticity, E = 210 GPa is fixed to the wall at one end and applied 600 kN load, as shown in
A steel rod with modulus of elasticity, E = 210 GPa is fixed to the wall at one end and applied 600 kN load, as shown in Figure 1.2. The rod has diameter, di = 17 mm and diameter, d2 = 15 mm. For the loading shown, analyze: i. whether node 3 will touch the wall or not. ii. the displacement at node 2. iii. the reaction forces at node 1 and 3. 1 mm 1 2 600 KN 3 L= 160 mm di= 17 mm L= 140 mm d2= 15 mm =
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