nected to a 5⁄8-inch gusset plate as shown in the figure. Determine the maximum total service load that can be applied if the ratio of dead load to live load is 3.50. The bolts are 7⁄8-inch-diameter. A572 Grade 50 steel is used for the angle (Fy = 350 MPa; Fu = 450 MPa), and A36 steel is used for the gusset plate (Fy = 250 MPa; Fu = 400 MPa). Ass
nected to a 5⁄8-inch gusset plate as shown in the figure. Determine the maximum total service load that can be applied if the ratio of dead load to live load is 3.50. The bolts are 7⁄8-inch-diameter. A572 Grade 50 steel is used for the angle (Fy = 350 MPa; Fu = 450 MPa), and A36 steel is used for the gusset plate (Fy = 250 MPa; Fu = 400 MPa). Ass
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A double-angle shape, 2-L6 × 6 × 5⁄8, is connected to a 5⁄8-inch gusset plate as shown in the figure. Determine the maximum total service load that can be applied if the ratio of dead load to live load is 3.50. The bolts are 7⁄8-inch-diameter. A572 Grade 50 steel is used for the angle (Fy = 350 MPa; Fu = 450 MPa), and A36 steel is used for the gusset plate (Fy = 250 MPa; Fu = 400 MPa). Assume bolt shear strength is NOT critical. Check both the capacity of the tension member and the gusset plate (Hint: for gusset plate, only block shear and bearing strength may be checked). Use LRFD specifications.
Note: The gage distances are 2 inches each. AISC (13TH EDITION) (3DECIMALS) need in 3hours pleasee.
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