A 400 mm B 400 mm
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- what is the design strength? steel material The size of the hole = 22mm sectional area = 1650mm^2A circular plate of radius r= 0.863 m is adjacent to a rectangular plate with base b = 0.944 m and height h = 0.718 m which lies next to a triangular, isosceles plate with base b = 1.509 m and height h = 0.7980 m. t t r r The plates lie on a common baseline and the origin is in the lower left corner, see figure. AY r br h₂ b₁ ht X Determine the centroid of the rectangular plate in the x-direction if its surface density varies in the x-direction according to o r 2 = = 4,55.x kg/m .10 divisions of vernier scale are equal to 11 divisions of a main scale of each 0.1 mm. What is the least count of the vernier scale? (a) 0.009 od (b) 0.01 (c) 0.1 beau bas gaite a mor (d) 1.1 OTSTO
- docs.google.com/forms/d/e/1FAlpQLSdFzmdGZoRXSMdEmA7PESJbtL684sM-Up5nfTSMEft4CSAMOA/formResponse Which of the following is not an asymptote of y = ? 4x2 x2-9 x = 3 y = -4 Option 1 O Option 2 x = -3 OOption 3 O Option 4answer asap divide the figure, know the x and y each figure. plz illustrate the x and y of each figure, know tht centroid3
- find weight center of GI need answer within 20 minutes please please with my best wishesConsider a 135-mm-long segment of a simply supported bear. The internal bending moments on the left and right sides of the segment are 75 kN-m and 83 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure. Assume b₁ = 120 mm, b₂ = 45 mm, b3 = 210 mm, d₁ = 75 mm, d₂ = 175 mm, d3= 75 mm. Determine the maximum horizontal shear stress in this segment of the beam. M₁ Ax B MB b₂ b₁ b3 d₁ d₂ d3
