CONSTRUCTION DESIGN Student name: Lloyd Hsieh Student number: 996484 Tutorial group: No.16 Wed 3:15 – 5.15PM Model scale: 1:20 Section F
C15015 (purlins)
PP (CHS)
100x100x4 SHS (frame)
610UB101 200UB25 (beam 2) 200UB25 (beam 1)
200UB52 (C8)
C15015 (purlins)
150UC23
*10PL, 10mm plate
6CFW, 6mm continuous fillet weld
stiffeners *10PL, 6CFW welded connections (CFW)
cleat plates - purlins (secondary) to primary structure flexible connections
FSBW, full strength butt weld
cast-in plate to precast panel
precast panel at rib (350mm thick)
25mm structural particle board (non-trafficable) 100x100x4 SHS (frame) welded joints
20mm base plate
15mm steel rods
40 X 20 X 3.0 anodised aluminium channel
200PFC
90EA staunchion
flashing overlapping C15015 (purlins) gutter hanger fixed to concrete panel
cleat plate welded to 610UB
gutter supported by steel angle
M20 8.8/S bolts x6 for 610UB flexible connection
M20 8.8/S bolts x8 for 800WB146 200UB52 (C8)
flexible connection
800WB146
bar chairs hollowcore planks shaped to allow screed to hold them together
cables - prevent cracking pretensioning cables higher load bearing capacity
cap
N12, 1200CTS
dowel welded to 800WB146 N20 dowel, 150 high, 1200 CTS 10mm plate, 150mm wide, 6CFW 1M16 screwbolt, 2400CTS 10mm stiffener, 600CTS, 6CFW
WP2 WP3
R10-300 ligatures N10-300 u bars 4N16 main reo
2N16 trimmer bars
chamfered edges
SB2
WP2
anchor bar
300x100 x10 plate rebate later filled with grout
WP3
3N24 bars
SB2
N16 x 1000 loose bars
2N20 x 1500 loose bar 2N16 x 1500 loose bar
16mm plates, 8 CFW
N20 anchor bar