Solve each part as stated and how it is described with the given information. If a certain part can't be answered skip it and answer/solve what can be. Provide all work and steps as stated.

O Table 1; Candidate Beams Ta Beams Bending Self Weight _ I (in*) Beams Bending Self Weight I (in*) (E = 29000 ksi) Capacity (lb/ft) (E= 29000 ksi) Capacity (Ib/ft) (k ft) a (k ft) ; _ HSS 8x4x3/8 64.7 27.48 58.7 W 8x18 27 18 61.9 HSS 8x4x1/2 80.9 35.24 71.8 W 8x21 38 21 75.3 HSS 8x4x5/8 94.7 42.3 82.0 W 10x22 42 oy) 118 HSS 7x4x1/2 64.9 31.84 50.7 W 12x26 64 26 204 HSS 7x4x3/8 52.2 24.93 41.8 W 8x28 71 28 98.0 HSS 7.4.5/16 45.0 21.21 36.5 W 10x30 74 30 170 HSS 6x3x1/2 41.7 25.03 8.95 W 12x30 80 30 238 HSS 6x3x3/8 34.2 18.82 7.57 W 8x31 88 31 110 HSS 6x3x5/16 29.7 16.96 6.69 W 10x33 104 33 7/4 es | Final Project You are designing a replacement walkway between Jones Annex and Jones Hall on campus. The structure will be made of weathering steel and sealed timber decking. Due to these material choices, the project has limited budget and will attempt to use some existing columns and the existing balconies for supports; due to the column alignment, the structural plan is to use a pair of girders. Your task is to analyze the girder of the deck, which transfers the deck and live loads to the supports. The idealized structural plan is shown below. timber | 4 | , ' 2 2 i?' 12 12 12" s QE *Railing not shown oe ae YW \"columns shown as roller stipports steel decking 3.5 psf, girders Part 1 (8 pts*): Loading First, you must find the loading on the idealized structure. Assume that the width of the walkway is equally supported on each side by the two girders to get the loads in lb/ft to apply to the girder. For loads, use: DL: dead load: use components shown in diagram, plus 15 psf for railings, lighting, etc. For the self weight of the beam, start with an estimate of 75 lb/ft SL: snow load use 10 psf LL: live load use 100 psf for corridors According to ASCE 7-16, you need to find the most extreme combination of loads that could be on the walkway at a given time, also called the \"controlling\" load case for a particular aspect of design. The combinations that do not include lateral loads (wind, earthquake loads) are: 1.4 DL 1.2 DL+ 1.6 LL +0.5 SL Draw the idealized girder and the uniformly distributed load that controls the design. Assume that each girder supports half the load of the deck above it; include lengths