CE 405 Design of Steel Structures Prof.Dr.A.Varma Example 5.1 Calculate and check the design strength of the connection shown below.Is the connection adequate for carrying the factored load of 65 kips.1.25 2.50 1.25 1.25 2.50 1.25 65 k A36 A36 5 x ½ 3/8 in.¾ in.bolts 1.25 2.50 1.25 1.25 2.50 1.25 65 k A36 A36 5 x ½ 3/8 in.¾ in Carbon Steel Properties,Examples and Applications
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Weld Distortion.Beginning welders and even those that are more experienced commonly struggle with the problem of weld distortion,(warping of the base plate caused by heat from the welding arc).Distortion is troublesome for a number of reasons,but one of the most critical is the potential creation of a weld that is not structurally sound.