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- A post-tensioned prestressed concrete beam is shown in figure 1. Determine the coordinates of the centroid of the beam.A block of stone is cut so that its cross‑section is a parallelogram. The width of the bottom side is ?=0.655 m, the height of the top of the block is ℎ=0.915 m, and the top right corner overhangs a distance ?oh=0.195 m from the bottom corner as shown. Assume that the block is of uniform density, so that the center of gravity of the block is located at the geometric center.Write the equation of the Centroid of an area?
- Calculate the centroid of the composite shape AB= 85 C=1 BC = 12 only HANDWRITTEN answer needed ( NOT TYPED)Verify the centroidal z-coordinate of the pyramid shown in Table 8.3 by integration.Figure (a) shows the cross section of a column that uses a structural shape known as W867 (wide-flange beam, nominally 8 in. deep, weighing 67 lb/ft). The American Institute of Steel Construction Structural Steel Handbook lists the following cross-sectional properties: A=19.7in.2,Ix=272in.4, and Iy=88.6in.4. Determine the dimensions of the rectangle in Fig. (b) that has the same Ix and Iy as a W867 section.
- 1. Determine the centroid of the triangle CDA 2.Determine the centroid of the quarter circle OABO 3.Determinate the centroid of the semi circle GHF 4 Determine the centroid of the rectangle OBCE 5 Determinate the centroid of the total area.a. find the area and vertical distances from the bottom edge of the cross-section to the centoid of rectangles b. Find Iz, the area moment of inertia about the z centroidal axis for the cross-section. c. Find QH, the first moment of area about the z centroidal axis for the entire area below point H. This area has width 2c2c and height tt. Also, find QK, the first moment of area about the z centroidal axis for the entire area above point K with width b and height t. d. Determine the magnitudes of the shear stress at point H and the shear stress at point K. e. Find Qmax, the maximum first moment of area about the z centroidal axis for any point in the cross section, and τmax, the maximum horizontal shear stress magnitude in the cross section.A pentagonal prism of side of base 35 mm and length of axis 70 mm has a side of base parallel to the HP. The axis of the prism is inclined at 30° to the HP and 45° to the VP. Draw the projections of the prism.