021. A 6-m-long vertical cantilever, a 10-mm-nominal-diameter standard steel pipe, supports a 400- weight attached at th

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021. A 6-m-long vertical cantilever, a 10-mm-nominal-diameter standard steel pipe, supports a 400- weight attached at th

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021 A 6 M Long Vertical Cantilever A 10 Mm Nominal Diameter Standard Steel Pipe Supports A 400 Weight Attached At Th 1
021 A 6 M Long Vertical Cantilever A 10 Mm Nominal Diameter Standard Steel Pipe Supports A 400 Weight Attached At Th 1 (37.43 KiB) Viewed 51 times
021. A 6-m-long vertical cantilever, a 10-mm-nominal-diameter standard steel pipe, supports a 400- weight attached at the tip as shown in Fig. 6.2. the properties of the pipe are outside diameter - 114 mm inside diameter 107 mm thickness - 12mm), and the moment of inertia of the CRO-sectional area, I - 3 x 10 mm, elastic modulus E - 200,000 MPa. Determine the peak deformation and bending stress in the cantilever due to the Centre ground motion. Assume that 2400 N I= 3x10 mm 6 m E 200,000 MPa المسوحة ضوتها - amScanner Fahad Bila Sultan University Departement of CMI Engineering Response spectrum for El Centro ground motion 6 = 0, 2, 5, 10, and 20%. 100 50 100 20 10 Pseudo-velocity V. in/sec wah % O 0.5 Deformation in Pseudo-acceleration Ag 0.1 001 0.5 0.01 0.001 0.2 0.02 0.05 0.1 5 10 20 50 0.2 0.5 1 2. Natural vibration period T sec
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