For the building described on the following pages, calculate the loads and draw a factored beam loading diagram (FBD), a factored shear diagram, and a factored moment diagram for each of the following members on the typical floor. Use exact weights for steel members. a. W18x40 typical beam b. W14x22 typical beam C. W21x 55 typical interior girder d. W21x44 typical non-moment frame girder 4 5 6 A $ THE W18x40 (TYP) 38'-0" W21x55 (TYP)| B | 25'-0" 101'-0" H 38'-0" W21x44 (TYP) HD D f 7@28'-0"=1969-0" New wall detail) N Typical Steel Framing Interior Elevation B Roof 4th Floor 3rd Floor 4 @ 13-0" 2nd Floor 1" Floor At grade Building Information: 4 Story Office Building Location: King of Prussia, Pa 40 06' Latitude and 75 24' Longitude (40.1 and -75.4, respectively) N-S direction perimeter: Moment frames along N-S and W-E direction perimeter with triangles designating moment connected girder members. Braced frames along grid line 4 and 5 of elevator core Assume site class B (rock) and a partially exposed roof. Typical Floor: Framing: ASTM A992 Grade 50 Wide Flange Beams and Girders, if using an allowance, use 5 psf for beams and 2 psf for girders Columns: ASTM A992 Grade 50 Wide Flange Columns, 1 psf (estimated) Exterior wall load: 55 psf for brick facade; 15 psf ribbon window glazing. See details for dimensions. Superimposed dead load: 15 psf (includes mech, L/E, ceiling, flooring, etc.) Slab: Use normal weight concrete on a 1.5" composite deck (Vulcraft 1.5VL120) with 4.5" topping (from deck catalog: 63 psf) Roof Type: Built-up roof with gravel, 20 psf Framing: K Series Bar Joists and Wide Flange Girders, 3 and 2 psf, respectively (estimated) Exterior wall load: 55 psf for brick facade; 15 psf ribbon window glazing. See details for dimensions. Superimposed Dead Load: 10 psf (includes mech, L/E, ceiling, insulation, etc.) Roof Deck: Vuleraft 1.53 Roof Deck, 2 psf