University Of Maine At Fort Kent Operations And Supply Chain Management Assignment Help - preliminary design

Question - dead loads,live loads,wind loads, and internal and external co eficients and the design with space -
gass software
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INTRODUCTION Steel structures are famous all around the world nowadays. There are some
reasons for this and economical factors as well as easy construction with less time duration are the
main reason for it. Most members in the steel structure are pre fabricated and this is saves lots of time
when constructing a steel structure. Steel structures are used for many purposes and warehouses,
factories and workshops are very much popular among them In this report steel design is carried out
for auto workshop which is located at Southport, Gold Coast in QLD. The structure consist single
story and length an ...Read More d the breath are 25.0m and 15.0m respectively. METHOD OF ANALYSIS AND
DESIGN Frame analysis is done by using computer application S PACE GASS as well as manual
calculations. S PACE GASS is a general purpose structural analysis and design program for 2D and
3D frames, trusses, grillages and beams. Further design part is completely done by manual
calculations and for this analysis and design, Australian standard for civil engineering student (HB
2.2- 2003) and the study guide for steel design are used. 3.0 PRELIMINARY DESIGN Fig No 01: Plan
view of the building Fig No 02: Front view of the building Fig No 03: Side view of the building 4.0
LOAD CALCULATIONS 4.1 Dead and Live Loads 4.1.1 Load by Roof Sheeting Sheeting type:
CUSTOM ORB Thickness: 0.42 mm Weight: 4.3 kg/m2 Area load: 4.3 x 9.81/1000=0.042 kPa 4.1.2
Load on Purling Assume purling size: Z10012 Spacing: 1.25 m Weight: 2.07 kg/m Lind load due to
self weight: 2.07 x 9.81/1000= 0.02KN/m Line load on Purling by dead load g purling= 0.042 x 1.25+
0.02 = 0.07kN/m Load on Purling by live load Apurling=1.25x5=6.25 m2 1.8/6.25+0.12=0.41 kPa >
0.25 kPa (HB 2.2-2003 Table 3.2) Line load on purling by live load = 0.41 x 1.25= 0.51 KN/m Design
load on purling F = 1.2x gpurling +1.5x qpurling = 1.2x 0.07 +1.5x 0.51 = 0.85 KN/m 4.1.3 Load on
Rafter Size of the rafter:... ...Read Less

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