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INSTRUCTIONS:
A beam having a tee-shaped cross section is subjected to equal 18 kN-m bending moments, as shown. Assume bf = 125 mm, tf = 25 mm, d = 185 mm, tw = 20 mm. The cross-sectional dimensions of the beam are also shown.
Use these information to answer questions 1-5.
QUESTIONS:
1) Determine the centroid location (measured upward from the bottom), in mm rounded to the nearest tenths.
2) With reference to problem 2, determine the moment of inertia about the z axis. Express your answer in (106) mm4 rounded to three significant figures.
3) With reference to problem 2, determine the controlling section modulus about the z axis. Express your answer in (103) mm3 rounded to three significant figures.
4) With reference to problem 2, determine the bending stress at point H (positive if tensile and negative if compressive). Express your answer in MPa rounded to the nearest hundredths.
5) With reference to problem 2, determine the maximum bending stress (positive if tensile and negative if compressive) produced in the cross section. Express your answer in MPa rounded to the nearest tenths.
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- c) The same rectangular cross-section beam in Q2b is subjected to a maximum bending moment of 25,000 Nm and experiences sagging. Assuming that the centroidal axis passes through the beam section at (d/2), calculate the maximum bending stress (?max) the beam will experience. Give your answer in N/mm2 and to 2 decimal places.arrow_forwardCan anyone help with this questionarrow_forwardPlease type answer no write by hend.arrow_forward
- a) The second moment of area about the centroidal x-axis (IXXcentroid) for the solid homogeneous beam section shown below is 737,101.55 mm4. What is the second moment of area about the centroidal y-axis (IYYcentroid). Give your answer in mm4 to two significant figures. b) If the second moment of area (IXX) for the solid homogeneous beam section shown below is 917,387.73 mm4, determine the diameter d. Give your answer in millimetres (mm) to two decimal places.arrow_forwardBonus Question: worth up to 20% additional on this assignment: Solve for shear and bending moment distribution on the beam below. Just write the equations for shear and bending moment as a function of distance from the left hand side (wall side) of the beam. Note that the cosine function is automatically changing the direction of the load (downward vs. upward) along the length of the beam. 4 cosarrow_forwardd) moment of inertia about the horizontal centroidal axis for transformed CFRP. Enter your answer in mm4 to 2 decimal places.arrow_forward
- need help engineering of materialsarrow_forwarda) Write an expression for the bending moment at an arbitrary point between A and B. Use the standard sign convention for the internal moment for a beam b)Write an expression for the bending moment at an arbitrary point between B and C. c)Draw the moment diagram for the beam Express your answer for a and b in terms of x so the result is in kN when x is in meters P=4 kN w=0.8 kN/marrow_forwardi) the position of maximum displacement in the segment AB. Hint: remember that coordinate x1 is measured from support A, thus the position of max. displacement will be measured from point A. Enter your answer in m to 3 decimal places.arrow_forward
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