Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- A brass link (Eb = 105 GPa, ab = 20.9 x 106/°C) and a steel rod (Es = 200 GPa, as = 11.7 x 106/°C) have the dimensions shown at a temperature of 20°C. The steel rod is cooled until it fits freely into the link. The temperature of the whole assembly is then raised to 45°C. Determine a.) The final stress in the steel rod b.) The final length of the steel rod 50 mm Brass 37.5 mm 37.5 mm 0.12 mm -250 mm 30-mm diameter Steel Section A-Aarrow_forwardPlease help me urgent. Give me right solution thank youarrow_forwardThe light rigid bar ABCD shown below is pinned at B and connected to two vertical rods. Assuming that the bar was initially horizontal and the rods stress-free, determine the stress in each rod after the load P = 20 kN is applied. steel L=1.5 m A=300 mm2 2 m- E= 200 GPa B D Aluminun L=2 m P = 20 kN - 1m A= 500 mm2 E= 70 GPaarrow_forward
- Bronze 2 m Steel 1.0 m A H0.6ml-1.0 m- -0.8 m→ 50 kN The figure shows a rigid bar that is supported by a pin at A and two rods, one made of steel and the other of bronze. Neglecting the weight of the bar, compute the stress in each rod caused by the 50-kN load, using the following data: Steel Bronze Area (mm?) E (GPa) 600 300 200 83arrow_forwardDetermine the stress in each of the two vertical rods if the temperature rises 50 °C after the load P-75 KN is applied. Neglect the deformation and mass of the horizontal bar AB. Use Ea = 75 GPa, as=23.0 um/m °C. Aa 850 mm2 Es 210 GPa, as = 11.9 um/m.°C and As 650 mm2. %3D Steel Aluminum 2.5m 3m 3m 3 m 3m 75 kNarrow_forward2. Calculate the increase in stress in each segment of the compound bar if the temperature is increased by 80°F. Assume that the supports are Aluminum Steel unyielding and use the following data: A (in') E (psi) « (°F) 10 x 10 12.8 x 10 29 x 10 6.5 x 10 Aluminum 1.5 2.0 -10 in- 15 in.- Steelarrow_forward
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