area of 240 mm2. Link CE is made of aluminium (E 72 GPa) and has a...
Link BD is made of brass (E 105 GPa) and has a cross-sectional area of 240 mm2. Link CE is made of aluminium (E 72 GPa) and has a cross-sectional area of 300 mm2. Knowing 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 0.36 mm. (Round the final answer to two decimal places.) 995 mm A 150 mm E 225...
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
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
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.
The device shown in Fig. 2 aa cons its of a horoontฝ beam Aac wpported by two vertical bars BD and CE Bar CE is pinned at both ends but bar BO is fixed to the foundation at its lower end The distance from A to 8 is 450 mm aned from 8 to C is 225 mm. Dars BD and CE have lengths of 480 mm and 600 m respectively, and their c ros-sectional areas are 1020 mm and...
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...
the axial load ? ldtlcs & Strength Material r is supported by the pin-connected rod CB that has a cross-sectional 1. The rigid ba area of 16 mm2 and is made from 6061-T6 aluminum. Determine the ax the rod CB and elongation rod CB. (E 68.9 GPa, v 0.35) ial stress at 300 N m 1.5 m 0) ldtlcs & Strength Material r is supported by the pin-connected rod CB that has a cross-sectional 1. The rigid ba area of...
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
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
The 4-mm-diameter cable BC is made of a steel with E = 200 GPa. Knowing that the maximum stress in the cable must not exceed 190 MPa and that the elongation of the cable must not exceed 5 mm, find the maximum load P that can be applied as shown. В 2.5 m P 3.5 m с -4.0 m