A W470mm x 105kg/m beam of 12 mm web thickness is spliced near the support using 15 mm thick connector plate welded to part B and bolted using 20mmØ A325 bolts to part A. Given: S1 = 40 mm S2 = 40 mm S3 = 80 mm S4 = 40 mm S5 = 50 mm e = 180 mm Yield Strength, Fy = 248 MPa Allowable bolt shear stress, Fv = 120 MPa Consider one-side only.
A W470mm x 105kg/m beam of 12 mm web thickness is spliced near the support using 15 mm thick connector plate welded to part B and bolted using 20mmØ A325 bolts to part A. Given: S1 = 40 mm S2 = 40 mm S3 = 80 mm S4 = 40 mm S5 = 50 mm e = 180 mm Yield Strength, Fy = 248 MPa Allowable bolt shear stress, Fv = 120 MPa Consider one-side only.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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