1) Determine the maximum load W (kPa) the tie rods can support if the allowable tensile stress on it is 450 MPa. А. 8.43 С. 10.12 В. 12.83 D. 5.64 A square plate 2 m on each side is supported by four steel tie rods 6-mm-diameter from an overhead central point as shown in the figure STRM10. The plate supports a surface load of W in kPa. The point of attachment A is 1.25 m above the plane of the plate. 1.25 m 2 m 2 m
1) Determine the maximum load W (kPa) the tie rods can support if the allowable tensile stress on it is 450 MPa. А. 8.43 С. 10.12 В. 12.83 D. 5.64 A square plate 2 m on each side is supported by four steel tie rods 6-mm-diameter from an overhead central point as shown in the figure STRM10. The plate supports a surface load of W in kPa. The point of attachment A is 1.25 m above the plane of the plate. 1.25 m 2 m 2 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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