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CIV2206 - Structural mechanics - S1 2025

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For the beam shown below, W = 120 kN/m, determine the absolute maximum shear stress developed in the beam at points A and B shown on the beam cross-section using the formula.

Image failed to load

Note: Do NOT round off any values until the final answer.

What is the magnitude of the maximum shear force V in kN?

Do NOT include any units.

Give the answer to 2 decimal place.

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What is the value of τ at in the cross-section in MPa?

Do NOT include any units.

Give the answer to 2 decimal place.

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With reference to the shear stress equation as it appears on the Figure in the question, what is the value of Q at A in mm3?

Do NOT include any units.

Present your answer using exponential format/scientific notation with 4 significant figures

e.g. 222.0E4 or 2.220E6

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What is the value of τ at A in the cross-section in MPa?

Do NOT include any units.

Give the answer to 2 decimal place.

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Assume point B to lie just above the location where the member widens, so t = 100 mm.

What is the value of Q here in mm3?

Do NOT include any units.

Present your answer using exponential format/scientific notation with 4 significant figures

e.g. 3.300E6 or 33.00E5

 

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What is the value of I in mm4?

Do NOT include any units.

Present your answer using exponential format/scientific notation with 5 significant figures

e.g. 1230.0E6 or 12.300E8

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With reference to the shear stress equation as it appears on the Figure in the question, what is the value of t at A in mm?

Do NOT include any units.

Give the answer to 2 decimal place.

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For the beam shown below, W = 140 kN/m, determine the absolute maximum shear stress developed in the beam at points A and B shown on the beam cross-section using the formula.

Image failed to load

Note: Do NOT round off any values until the final answer.

What is the magnitude of the maximum shear force V in kN?

Do NOT include any units.

Give the answer to 2 decimal place.

View this question

To minimize the potential effects of rising temperatures on the force buildup in the rods, the engineer is considering adjusting the spacing between the rods (s). Please provide the engineer with the correct approach from the options below.

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What is the nature of the resulting axial force in the rods calculated in Part b of this question?
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