A vertical pipe column supports the loads shown. The normal and shear stresses acting at point H are the following: HF 8 MPa (Normal stress due to Fy = 17 kN) HM = 49 MPa (Due to bending moment M = 2.6 KN-m) TH=36 MPa (Due to torque T = 3.75 kN-m) 17 kN 17 kN 2.6 KN-m 3.75 kN-m H H 49 MPa x H 8MPa 2.6 kN·m 36 MPa H y❘ 3.75 kN·m
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can you help me find the state of stress of point H written in matrix form
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- The stresses on an element are sx= 1000 Psi. sy= 500 psi, and txy= 350 psi. Find the stresses acting on an element oriented at an angle 0 = 250. Show these stresses on the rotated element.‘7.3-11 The stresses on an element are sx= -300 psi and sy= 600 psi. Find the maximum shear stresses on the element and show them on a sketch of a properly oriented clement.A sign is supported by a pipe (see figure) having an outer diameter 110 mm and inner diameter 90 mm. The dimensions of the sign are 2.0 m X 1.0 m, and its lower edge is 3.0 m above the base. Note that the center of gravity of the sign is 1.05 m from the axis of the pipe. The wind pressure against the sign is 1.5 kPa. Determine the maximum in-plane shear stresses due to the wind pressure on the sign at points /I, B, and C, located on the outer surface at the base of the pipe.
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