3. Load Tracing Determine the Columns loads assuming: DL (decking, flooring, etc.) = 30 psf LL (occupancy) = 50 psf Total Load = 80 psf A 10¹ B ろ B-2 DECKING- j GI OPEN DECKING B-3 101 19 2

This design project of a parking shed particularly focuses on load combinations and the design of structural steel elements and connections subject to different actions. The assessment covers most of the topics and concepts learned in the course: CIVL4001 - T3-2024. Fig. 1 shows the section view of the proposed parking shed. Please prepare a written report that includes and identifies solutions to the requirements of this assessment. 4m 2m W.-2kNm Detail A 3m 4m Fig. 1 Section view of the parking shed Detail A G-1KN 9-10 0-2 kN/m

Problem Exercise From the following figure, find the number of 10 mm lateral ties and tie wire if there are 36 columns with cross sectional di- mensions of 60 x 90 cm. at 12.00 meters long per column. 10 - 25 mm main reinforcement 90 m Lateral Ties 60 m. CROSS SECTION .60 m. FIGURE 3-17 o lo

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