Link BD is made of brass (E 105 GPa) and has a cross-sectional area of 240...
area of 240 mm2. Link CE is made of aluminium (E 72 GPa) and has a cross-sectional area of 300 mm2. Knowing Unk BD is made of brass (E 105 GPa) and has a that they support rigid member ABC, determine the maximum force P that can be applied vertically at point A if the deflection of A is not to exceed 0.35 mm. (Round the final answer to two decimal places.) 225 mm 150 mm -2025 ?lim 125 mm...
Each of the rods BD and CE is made of brass (E decimal places) 105 GPa) and has a cross-sectional area of 200 mm Detemine the defection of end A of the rigid member ABC caused by the load P 3IN (Round the final answer to three 541 mm The deflection of end A is Previous atempt
2 KN 225 mm BF 550 mm 75 mm 100 mm Each of rods BD and CE is made of brass (E = 105 GPa) and has a cross-sectional area of 200 mm2. Determine the deflection of end A of the rigid member ABC caused by the 2-kN load. Enter your answer below with units. Show your work, with a box around your matching answer, on the paper in front of you.
Links BC and DE are both made of steel (E = 200 GPa) and have cross-sectional dimensions Problem 2. 1.27 cm x 0.635 cm. Determine (a) the force in each link when a 2.67 kN force P is applied to the rigid member AF shown, (b) the corresponding deflection of point A. P = 2.67 kN 10.16 cm B 5.08 cm 5.08 cm F 10.16 cm 12.70 cm
ss-sectional area of 240 mm2 Knowing that Each of the links ΆΒ and CD is made of aluminum (E = 75 GPa) and has a cro they support the rigid member BC, determine the deflection of Point E. Consider upward to be positive. 300 mm 380 mm 190 mm
Problem 3: Knowing that the link BD has a uniform cross-sectional area of 900 mm, determine the internal force Nsp in terms of the load P. Draw FBD diagram for all your calculation. 120, 240 Units: KN for force and mm for length
M5.14 Coaxial bars with temperature change scenes AT-105°C 110 mm2 160 GPa 17.71א / 2600 mm 450 mm (1) 40 GPa 1300 mm 1300 mm (2) 23.7x10 /oC (2) A (kN) F. P= 15 kN A rigid horizontal bar ABC is supported by three vertical rods (properties given). The system is stress free before the load is applied. After the load P is applied, the temperature of all three rods is raised by the indicated AT. Determine: the internal force...
The pin-connected structure shown in Fig. 5 consists of a rigid bar ABCD and two 1,500-mm-long bars. Bar (1) is steel [E=200 GPa] with a cross-sectional area of A1 = 510 mm2. Bar (2) is an aluminium alloy [E-70 GPa] with a cross-sectional area of A2 1,300 mm2. All bars are unstressed before the load P is applied. If a concentrated load of P 200 kN acts on the structure at D determine: (a) the normal stresses in both bars...
Problem7: Links BC and DE are both made of steel (E = 200 GPa) and are 12 mm wide and 6 mm thick. Determine (a) the force in each link when a 2.4-kN force P is applied to the rigid member AF shown, b) the corresponding deflection of point A 100 mm 50 mm 50 mm 100 mm | 125 mm
Q.1. Rod AB consists of two cylindrical portions AC and BC with the same cross-sectional area of 1,800 mm2. Portion AC is made of a mild steel with E 70 GPa and portion CB is made of a steel with E 140 GPa. A load P-1,000 kN is applied at C as shown. (a) Determine reaction forces at A and B; (b) Determine the displacement at C 190 mm 190 mm