Design Load and Load Combinations:
1- Calculate dead and live loads on roof beam B1.
2- Calculate dead and live loads on floor beam B2.
3- Determine the critical load combinations on beams B1 & B2.
4- Calculate dead and live loads on external columns C1, & C2.
5- Calculate dead and live loads on internal column C3.
6- Determine the critical load combinations on columns C1, C2, & C3.

Design Parameters:
The following details are to be read in conjunction with Figure 1.
a. Building information:
▪ Importance level = 2
▪ Exposure: very exposed area
▪ Location: Port Hedland
▪ No openings
b. Building Dimensions:
▪ Span (S) width of shed = 10.0 m
▪ Eaves height (H) higher side = 6.0 m
▪ Overall shed length = 12.0 m
▪ Bay spacing = 6.0 m
▪ Roof pitch = 7 degrees
c. Building Use:
▪ Purpose of Floor: Mobile Stacking
d. Structural Elements:
▪ Roof sheeting: Lysaght SPANRIB.
▪ Purlin: C20015 with purlin spacing = 1.25 m.
▪ Ceiling, Insulation, Flooring: Research and make a selection.
▪ Beams and Columns: UB for Beams and UC for Columns.
e. Supports: Columns are pinned at their base.
f. Any missing data could be reasonably assumed.

Transcribed Image Text:

С1 B1 - S/2 B2 C3 (a) Plan View. H/2 Span (S) (b) SEC A-A Figure 1: Plan and Section View. C₂ Eaves Height (H) С1 B1 - S/2 B2 C3 (a) Plan View. H/2 Span (S) (b) SEC A-A Figure 1: Plan and Section View. C₂ Eaves Height (H)