Q1: Draw the F.V., T.V., and the S.V. for the following isometric shape: R 20 /820. 20 90 45 99

A 76 x 76 x 6 mm angular section shown is welded to an 8 mm thick gusset plate. The length L1 is 65 mm, L2 is 125 mm, and the cross sectional area of the angle is 929 sq.mm. Fy=248MPA and Fu =400MPA. Gusset Plate Allowable Stresses: Allowable tensile stress (gross area) = 0.60FY Allowable tensile stress (net area) = 0.50F. Allowable shear stress (net area) = 0.30F. Determine the value of P based on net area using a strength reduction coefficient of 85%.

What did you use for the axis y is the % finer but what is the x axis axis    Thank You

Q2 F3=60N F2=70N F1=50N

Hi, I am trying to get a second opinion, because I got stuck on part and I wanted to compare versions, I know this is the 2nd time I am submitting this...Please disregard the part C, and for part B this is the link: AISC 13th Edition Structural Shapes Properties Viewer (engineersedge.com)

the moment of the beam has been included draw a sketch a deformed shape.

Two 20 mm thick slabs are joined by a 10 mm thick slab as shown in the figure. The bolts used as fasteners are A325 bolts with a diameter of 5/8" with threads outside the shear plane. The quality of the steel plate is BJ 37. Calculate the design tensile resistance that is allowed to work on these structural members!

illustrate normal stresses in cross section.

Find the required properties for the following sections The area of W33X130 in mm? • The moment of inertia about the x-axis for W10X112 in mm“ The radius of gyration of L50X50X3 along the x-axis in mm The distance from the outer face of the web to the centroid of C6X13 in mm The elastic section modulus of C9X20 about the y-axis in mm3

Find the centroid of the composite shape below. Then, find the lx, ly, rx, ry, and J for the shape about its own center. 12" X- 24" 12 in. radius X