Compute the forces in the diagonal members of the truss shown in the accompanying illustration if the diagonals are unable to carry compression. (Ans: NAI P15.1 P15. 113.14 k, NCK = 28.28 k) %3D |20k VA | 20 k 140k |40k | 20 k 140 k VE 20 k B. K M Na Not I joints 6 at 15 ft = 90 ft Problem 15.1 Repeat Problem 15.1 if the diagonals that theoretically are in compression can resist half of the shear in each panel. P15.2 15 ft

Flange thickness of W36 x 800 is?

Please find the centroid and Ixx for the following shapes. Show all work with neat handwriting and step by step solutions.

Using engineering graphics and drafting concepts . Draw the isometric view of the given orthographic projection of the object. Use the software CATIA V5 to sketch the isometric Give the dimension in isometric view drafting Skip if not have ,don't reject