The C83400-red-brass rod AB and 2014-T6-aluminum rod BC are joined at the collar B and fixed connected at their ends. The cross-sectional area of each member is 1.75 in². (Figure 1) Figure 1 of 1 Part A If there is no load in the members when T₁ = 50°F, determine the average normal stress in the member AB when T₂ = 120 Express your answer in kllopounde per square Inch to three significant figuree. Submit Part B Submit Part C If there is no load in the members when T₁ = 50°F, determine the average normal stress in the member BC when T₂ = 120 Express your answer to three significant figures and include the appropriate unite. dg= AzQ Submit Request Answer Provide Feedback AZQ Also, how far will the collar be displaced? Express your answer in Inches to three significant figures. Request Answer VO ALO → Request Answer → ? 4. ? 7. in.

Please do the following question and all parts :)

Rods AB and BC each have a diameter of 5 mm. If the load of P = 1.5 kN is applied to the ring, determine the average normal stress in each rod if 0= 50°. Figure Q1

Question 3 of 12 View Policies Current Attempt in Progress Answer: Pmax= eTextbook and Media A pin-connected truss is loaded and supported as shown. Each aluminum member has a cross-sectional area of A = 3.5 in.². Assume a = 4.00 ft and b = 4.80 ft. If the normal stress in each member must not exceed 60 ksi, determine the maximum load Pmax that may be supported by the structure. Save for Later b -/15 kips ||| Attempts: 0 of 3 used *** Submit Answer

PLASE FULL ANSWER. DON'T COPY FROM OTHER ONLINE ANSWERS

PLEASE ANSWER NUMBER 8.MECH 311(MECHANICS OD DEFORMABLE BODIES): PLEASE GIVE DETAILED SOLUTIONS AND CORRECT ANSWERS. I WILL REPORT TO BARTLEBY THOSE TUTORS WHO WILL GIVE INCORRECT ANSWERS.

Rods AB and BC each have a diameter of 5 mm. If the load of P = 1.5 kN is applied to the ring, determine the average normal stress in each rod if 0 = 50°. B Figure Q1

The two angle bars are used to support a tensile load "T". Assume the tensile load to be equally resisted by each angle. 400 mm x 20 mm THK Gusset Plate The steel used is L 6 x 6 x 1. Properties: A = 7096.76 mm? y = 47.244 mm Fy = 248 MPa Fu = 400 MPa b = 152.4 mm b. t = 25.4 mm x = 47.244 mm Effective hole diameter = 25 mm y Use case 2 for shear lag factor. Use NSCP 2015 code. 1. Determine the maximum allowable load that can be carried by the two L6 x 6 x1 based on yielding of the gross section--- 2. Determine the maximum factored load that can be carried by two L6 x 6 x 1, based on the fracture of the effective net area.---- 3. Determine the maximum allowable tensile load that can be carried.------ 4. Determine the maximum factored tensile load that can be carried-- bo

That answer to this question is P=5.83kN. I just need help getting to it. Thank you in advance

Please include the diagram (axial force or free body) Solve fast