As part of a truss, a single equal angle section EA100x100x8, Grade 350 with yield strength fy=360 MPa and ultimate stre

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As Part Of A Truss A Single Equal Angle Section Ea100x100x8 Grade 350 With Yield Strength Fy 360 Mpa And Ultimate Stre 1 (104.45 KiB) Viewed 61 times

As part of a truss, a single equal angle section EA100x100x8, Grade 350 with yield strength fy=360 MPa and ultimate strength fu-480 MPa, is used as the diagonal member [3] as shown in Figure.4.2. The gross section area of the angle is A,- 1500 mm². It is connected by one leg only to the web of a T-section with the thickness tw=16mm by a single line of M16 8.8/S bolts (allow 2 mm oversize holes). The design axial tension force in the diagonal member is N*= 115 kN. Details of the truss members are presented in the Table 4B Table 4B Member detail Section size Design force Top chord EA200x200x16 Bottom chord EA200x200x16 Diagonal member 3 EA100x100x8 115 kN [Tension] 1. Determine the number of bolts required in shear and show the arrangement of the bolts in the connection. 2. Check the adequacy of the angle in tension based on your detailing. Top chord AL Bottom chord Figure 4B