- 4 A Non Preloaded Bolt Connection Of Beam To Column Using An End Plate As Shown In Figure 3 Below As A Designer Of The 1 (82.6 KiB) Viewed 60 times
4. A non-preloaded bolt connection of beam-to-column using an end plate as shown in Figure 3 below. As a designer of the
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4. A non-preloaded bolt connection of beam-to-column using an end plate as shown in Figure 3 below. As a designer of the
4. A non-preloaded bolt connection of beam-to-column using an end plate as shown in Figure 3 below. As a designer of the company, you are required to complete the list of tasks below and the output is to be checked by the engineer: a. Check the positioning of hole for the bolts. (PLOI, CLOI) b. Determine the resistance in bearing and shear of the bolt group. (PLO6, CLO3) (15 marks) 254 X 254 X 73 UC Throat thickness of weld 4 mm 356 X 171 x 67 UB 30 60 6 60 HITA thult Class 8.8, M20 bolts HITE +0 60 30 tp = 10 mm Pa 02 30 60 **** 60 he 60 30 35 90 35 Ved Ved 2 2 Figure 3: Beam-to-column bolted connection
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