Problem 3: Knowing that the link BD has a uniform cross-sectional area of 900 mm, determine...
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...
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...
Problem 3: The wall crane supports a load of 700 lb with the pin at A and D. All pulleys are pin connected to the structure. The cross-sectional area of BD is 4 and the diameter for pulley B and C is 10 inches. 1) 2) 3) 4) Draw the FBDs of the pulley at E; Draw the FBD of the whole structure with the cable but without W; Find internal for NBD; Determine the average normal stress of BD...
answer please displaced? The cross-sectional area of each member is 1.75 in2 12 in Problem 4 (2pts) 5 in The rigid link is supported by a pin at A and two A-36 steel wires, each having an unstretched length of 12 in. and cross-sectional area of 0.0125 in2. Determine the force developed in the wires when the link supports the vertical load of 350 lb. 4 in 6 in 350 lb
Q4. (20 pts) A kN/m BEN. X mm The beam has the cross-sectional area and loaded as shown. Draw the bending and shear force diagrams. Find the maximum bending stress in the beam. التسعي HO Z mm Y mm 3 m Z mm A=40 X=75 B=25 Y=125 Z=10
The overhanging beam has the cross-sectional area shown in Fig. below. Determine the maximum bending stress in the beam and draw the stress distribution over the cross section. 8 kN 25 mm 2kN/m 1150 mm IT 250 mm 25 mm Im4m
The bar shown has a cross-sectional area of 0.001 m² and a modulus of elasticity of 100 GPa. It is subjected to a uniformly distributed axial force q= 50 kN/m pointed to the left. An external axial force F= 20 kN, pointed to the left, is applied at the middle of the bar, x=L/2. a. What is the axial force P in the bar as a function of x? b. What is the bar's total change in length? ttttttttta x...
If we use an I beam vs a solid beam will the support reactions and the force in each member stay the same? Assuming each member has a cross-sectional area of 180 mm² and E=kN/mm², Why or why not? Statically Indeterminate Truss 1: VD 40 kN 3.0 m 3.0 m 6.0 m The cross-sectional area of all members is equal to 180 mm E-205 kN/mm2 Statically Indeterminate Truss 1: VD 40 kN 3.0 m 3.0 m 6.0 m The cross-sectional...
3. Bar AC is rectangular in cross-section and has a cross-sectional area of 0.5 in2. The stress-strain behavior of the material is shown below. Construct the (internal) axial force diagram for Bar AC. Then compute / provide the total deformation in the bar (between A and C) B 8 kip C 5 kip 5 ft a(ksi) 40 20 0.001 0.021 -e (in/in.)
Problem 3. (20 pts) Three loads are applied to the short rectangular post shown. The cross-sectional dimensions of the post are also shown. [P, = 95 kN, P, = 185 kN, and P.-75 kN, a-140 mm, b-70 mm, c-65 mm, L,-50 mm, L.-30 mm. LI 30min 160mm Pz Px a) Determine the moment Mx that is needed for calculation of stress at point K b) Determine the moment M2 that is needed for calculation of stress at point K. c)...