Solve using FEM (finite element analysis)

Notes: 34" Round Bar (TYP.) 1. The structure is symmetric 2. Structural elements are made of steel: E = 29,000 ksi 3. The slab acts unidirectionally (All forces are transferred to the steel elements) 4. The weight of the structural steel and slab are included in the 100psf area load 5. The wide flanges are fixed to the building 6. The hanger rods are pinned to the building and wide flanges 5-0 8'-0" 100 PSF 10'-0" W6x9 (TYP.) Part A: Analysis of a Balcony with Hanger Rods Use the 2D matrix method to obtain: 1. The vertical deflection at the free end of the (W6x9) beam 2. The moment reaction at the fixed end of the (W6x9) beam 3. The axial force in the (3/4" Round Bar) hanger rod *Show your approach by hand Notes: 34" Round Bar (TYP.) 1. The structure is symmetric 2. Structural elements are made of steel: E = 29,000 ksi 3. The slab acts unidirectionally (All forces are transferred to the steel elements) 4. The weight of the structural steel and slab are included in the 100psf area load 5. The wide flanges are fixed to the building 6. The hanger rods are pinned to the building and wide flanges 5-0 8'-0" 100 PSF 10'-0" W6x9 (TYP.) Part A: Analysis of a Balcony with Hanger Rods Use the 2D matrix method to obtain: 1. The vertical deflection at the free end of the (W6x9) beam 2. The moment reaction at the fixed end of the (W6x9) beam 3. The axial force in the (3/4" Round Bar) hanger rod *Show your approach by hand