Read the document completely, answer the following questions, and perform the specified tasks for each deliverable for t

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Read the document completely, answer the following questions, and perform the specified tasks for each deliverable for the lateral force resisting system (LFRS) of the single-story industrial warehouse, WH03 of "Learn by Doing 01". Basic dimensions are provided in Figures 1 and 2 of "Learn by Doing 01". The project site is Grapevine, Texas (32.947027, - 97.036471). SHOW ALL OF YOUR WORK AND COLOR CODE. I designed a warehouse with similar conditions (story height, terrain, soil, wind speeds, seismic parameters, and live loads). I used the same LFRS's. The weight of the structural elements (wall girts, roof purlins, sag rods, horizontal roof/diaphragm bracing, vertical wall bracing, beams, columns, and connections) was 35 kg/m². 1.1 1.2 1. DETERMINATION OF VERTICAL LOADS (DEAD AND LIVE, GRAVITY LOAD ANALYSIS) DELIVERABLE: Calculate the plan AREA of WHO3 and obtain the total weight of the structural elements using a structure density of 35 kg/m². Identify this variable as a LOAD PATTERN named 01_DEAD DELIVERABLE: The roof is enveloped by metal sheathing panels weighting 5.923 kg/m² (Standing Seam Roof, SSR SL-18 24 gauge) and supported by roof purlins. The roof also supports a) a 1.5 in. thick insulating panel with a density of 30.64 kg/m³ (Termofoam), b) 4 kg/m² of electrical utilities, and c) 6 kg/m² of mechanical/plumbing/fire protection. Determine the dead load superimposed on the structure as an Area Load in kg/m² and as a Total Load in metric tons (tons). Identify these variables as a single LOAD PATTERN named 02_SUPERDEAD
CODE DELIVERABLES ARE IDENTIFIED AS DELIVERABLES. BEAM COLUMN CONNECTIONS AND LATERAL LOADS ACTING ON THIS WAREHOUSE CAUSE THE COLUMNS TO BE SUBIECTED TO COMBINED FORCES (AXIAL-BENDING) DURING THIS MODULE, WE WILL DETERMINE AJ THE DESIGN STRENGTH FOR COMPRESSION MEMBERS, 8) THE ULTIMATE COMPRESSION LOAD, AND THE DEMAND CAPACITY RATIO PER ASC 360 SINCE THE COLUMNS ARE SUBIECTED TO COMBINED FORCES (AKAL-BENDING), THE RESULTS OBTAINED IN THIS MODULE ARE ONLY INTERMEDIATE AND DO NOT REPRESENT THE FINAL DESIGN R DIRECTIONS: Read the document completely and perform the individual analysis and design tasks for WH02 (Figure 1) Perform structural analysis and design the columns for compression loads Exer bar 965 12.0 Du •Eba 01 CONCEPTUALIZING THE STRUCTURE AND ITS LOAD PATIES 01.1 DELIVERABLE: Sketch an isometric diagram of the roof metal sheathing panels with uniformly distributed vertical area loads in the direction of gravity) Label the slope of the roof panel and provide the caption/title, Step 01 Lood to Roof Panels, to the figure
01.2 DELIVERABLE: Sketch an isometric diagram of the roof purlins that indicates the transfer of vertical loads in the direction of gravity from the roof metal sheathing panels. Label the slope of the roof and provide the caption/title, Step 02 Roof Panels to Roof Purlins, to the figure Student ID and name: 3* (76mm) traslape Pegado Direction of gravity H Panel de cubierta Slope 15% H Signature equal to Colchoneta de Fibra de vidrio -Polin Page 2 de 23