need answer thank you Compute the nominal compressive strength of the member shown in FigureUse AISC Equation E3-2 or E3-3. Use Appropriate Theoretical value of fixity factor k.Note:HP12X53Ag=15.5 in^2rx = 5.04 inry = 2.86 in16'HP 12 x 53A572 Grade 50 A. What is the Governing Slenderness RatioRound your answer to 3 decimal places.Add your answerb. Compute the Euler's Buckling Stress (ksi)Round your answer to 3 decimal places.Add your answerc. Compute the Euler's Buckling load (kips)Round your answer to 3 decimal places.Add your answerd. Governing Nominal Compressive strength based on AlISC E3-2 or E3-3 (kips)Round your answer to 3 decimal places.

Data Given: Section: HP 12×53Ag = 15.5 in2rx = 5.04 inry = 2.86 in Asked: Governing slenderness…

Compute the nominal compressive strength of the member shown in Figure Use AISC Equation E3-2 or E3-3. Use Appropriate Theoretical value of fixity factor k. Note: HP12X53 Ag=15.5 in^2 rx = 5.04 in ry = 2.86 in 16' HP 12 x 53 A572 Grade 50

Compute the nominal compressive strength of the member shown in Figure Use AISC Equation E3-2 or E3-3. Use Appropriate Theoretical value of fixity factor k. Note: HP12X53 Ag=15.5 in^2 rx = 5.04 in ry = 2.86 in 16' HP 12 x 53 A572 Grade 50

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Chapter5: Beams

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Problem 5.2.1P

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Finishing Operations

Finishing operations are the processes that are applied to the workpiece at the end of a manufacturing process, and after completing all other relevant operations that bring the product to its required dimensions. Finishing operations involve polishing, reducing the surface roughness, eliminating wrinkling, and grinding to enhance the surface texture and provide a better surface finish to the workpiece surface.

Question

need answer thank you

Compute the nominal compressive strength of the member shown in Figure
Use AISC Equation E3-2 or E3-3. Use Appropriate Theoretical value of fixity factor k.
Note:
HP12X53
Ag=15.5 in^2
rx = 5.04 in
ry = 2.86 in
16'
HP 12 x 53
A572 Grade 50

A. What is the Governing Slenderness Ratio
Round your answer to 3 decimal places.
Add your answer
b. Compute the Euler's Buckling Stress (ksi)
Round your answer to 3 decimal places.
Add your answer
c. Compute the Euler's Buckling load (kips)
Round your answer to 3 decimal places.
Add your answer
d. Governing Nominal Compressive strength based on AlISC E3-2 or E3-3 (kips)
Round your answer to 3 decimal places.

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Step 1 Interpretation of data

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Step 2 Calculations for Governing slenderness ratio

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Step 3 Calculations for Euler's buckling stress

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Step 4 Calculations for Euler's buckling load

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Step 5 Calculations for nominal compressive strength

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Please Answer the problem attached image. ASAP Thank you very much.
I need correct solution
2- A 2m COPPER BAR SUBJECTEO TO A TENSILE IS SUSPENDED FROM A LOAD IBO KN SUPPORTED BY TWO IDENTICAL PIN THAT S pOSIS AS SHON OF THE LOWER AFPLIED TENSILE POSTS SUPPORT THE STEEL DETERMINE THE TOTAL DEFORMATION END OF THE LOAD HINT: NOTE THAT THE STEEL PIN WHERE THE COFPER BAR IS ATTACHED. COPPER BAR DUE TO STEEL POST L=0.5m A= 4500mm E- 200GPA COPFER BAR L- am A= 4800 Mn E- l20 GPa 180KN