HC84 ECCENTRIC SUPPORT PLATE. Column base plate design (AISC360) This video demonstrates the Tekla Tedds Column base plate design calculation to AISC360. The base
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Get PriceThe plate carries a load of 75 kN acting at an eccentric distance of 85 mm as shown in Figure 8. The total weld comprises of two separate 110 mm horizontal portions and one 280 mm vertical portion. If the maximum permissible tensile stress of the weld is 200 MPa, determine the; Question: An eccentrically loaded flat plate is welded to a support
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