Identify the wind load accepted on the structure with following information: There is a hospital located in Kalamazoo, Michigan with the size of W60 ft*L120 ft*H20 ft in open terrain with scattered obstructions. The structure type includes Solid Freestanding Walls, Roof Top. The ground elevation above sea level is 1000 ft. The roof type is considered as flat roof. Note: Suppose wind direction is in East-West direction (Case B)

Problem 2 Figures on page 3 show the partial framing plan and elevations of a three story steel structure. The floor dead load is 60 psf and the floor live load is 80 psf. The roof dead load is 20 psf and the roof live load is 10 psf. Assume that the stair load is the same as the floor load. Using the LRFD load combinations, find the: (a) (b) (c) (d) (e) Ultimate loading for the beams B-1 through B-9, located on the second level. Ultimate loading for the beams RB-1 through RB-9, located on the roof. Ultimate loading for the girders G-3 through G-5, located on the second level. Ultimate loading for the girders RG-3 through RG-5, located on the roof. Ultimate loading for the columns G-1 through G-3, H-1, and H-2 between the first and second levels. Compare the loading in columns G-3, H-1, and H-2 by adding up the loads transfered to them from the beams and the girders they support, and the tributary areas. Maximum shear and moments for the beams B-2, B-4, G-3, and G-4, on the second…

A roof system with W12 × 50 sections spaced 8 ft on center is to be used to support a Question 2) dead load (D = 70 psf, self-weight not included), a roof live, snow, or rain load (L, or S or R = 50 psf) and a wind load (W = ±100 psf). (a) Determine the maximum combined load (per linear foot) using the recommended AISC expressions for LRFD. Take the load factor on L' in combinations 3, 4, and 5 as 0.5. (b) Determine the maximum combined load (per linear foot) using the recommended AISC expressions for ASD.

(a) empt The detached servant room of a quarter is having internal size of 3.0m x4.50m. It is to be covered by a roof of RCC. The dead load on roof 4.5 kN/m² and the live load is 1.50 kN/m² Design the slab by I.S. Code method. Assume grade of concrete as M25 and grade of Steel as Fe415.