f 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.
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- A simply supported beam has a symmetrical rectangular cross-section. If thesecond moment of area (I) of a beam with a rectangular cross-section is 11.50 x 106 mm4 about its centroidal x-axis and the depth dimension (d) of the rectangular section is 180 mm, determine the breadth dimension (b) for this beam section. Give your answer in millimetres (mm) and to 2 decimal places. Assume the beam section material is homogeneous. (show all work)Hi there sir/madam I need help on this question A beam with a solid homogeneous rectangular section is simply supported at A and B. A concentrated load F = 150 kilonewtons (kN) acts at point C where distance L1 (A to C) = 2.50 metres (m) and distance L2 (C to B) = 1.65 metres (m). The dimensions of the rectangular section of the beam are breadth, b = 35 mm and depth d = 125 mm. Calculate the maximum bending stress and give your answer in N/mm2 to two decimal placesa) 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.
- Determine the bending stress (in Pa) at the top of the beam at point C for the beam shown below if P=1623N, T=4552Nm, a=0.77m, b=1.13m, c=0.78m, w=39mm, and h=80mm. Round off the final answer to five decimal places. Show your complete solution.a) Determine the second moment of area (IXX) about the centroidal x-axis for the solid homogeneous beam section shown below, where the dimensions are b = 5.25 mm and d = 12.75 mm. Give your answer in mm4 to two decimal places. b) Determine the second moment of area (IYY) the about the centroidal y-axis for the solid homogeneous beam section shown below, where the dimensions are b = 5.25 mm and d = 12.75 mm. Give your answer in mm4 to two decimal places.For the beam shown, calculate the magnitude of the bending stress (in psi) at a point 1.14 in from the bottom of the beam on a section 2.89 feet to the right of B if P = 2314 lb, Q = 8345 lb, w = 1.33 in, L = 7.92 in, b = 3.85 in, and h = 1.41 in. Round off the final answer to two decimal places.
- b)A simply supported beam has a symmetrical rectangular cross-section. If the second moment of area (I) of a beam with a rectangular cross-section is 11.50 x 106 mm4 about its centroidal x-axis and the depth dimension (d) of the rectangular section is 180 mm, determine the breadth dimension (b) for this beam section. Give your answer in millimetres (mm) and to 2 decimal places. Assume the beam section material is homogeneous 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.The beam seciton shown below has moment of inertia about its neutral axis: I = 301.3 (10 -6)m 4 , and if this section is under a bending moment of 19 kN m, please calculate the normal stress at Point C: ____ MPa. Calculate your answer to 1 decimal place.What is the largest bending stress, Fb , for the beam cross-section shown when M= 1480k-ft and Ix=68101 in4?
- 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. a.Determine the centroid location (measured upward from the bottom), in mm rounded to the nearest tenths. b.Determine the moment of inertia about the z axis. Express your answer in (106) mm4 rounded to three significant figures. c. Determine the controlling section modulus about the z axis. Express your answer in (103) mm3 rounded to three significant figures. d. Determine the controlling section modulus about the z axis. Express your answer in (103) mm3 rounded to three significant figures.Determine the maximum bending stress (in Pa) for the beam shown belowif P = 1925 N, T = 4796 Nm, a = 0.96 m, b = 0.96 m, c = 0.69 m, w = 42 mm, and h = 77 mm . Round off the final answer to two decimal places.Using singularity functions, develop an expression for the bending moment M(x) asfunction of position (x) along the beam.