Page 35 - Failure Analysis Case Studies II
P. 35
36 x12"'1194 UB
PANEL BOLTS
2"12x1/4" L FRAMES
318- WHITWORTH
FRAME BOLTS
SITE WELD TO 3/6 THK
DECK PLATE
3/0 3DF2 COMPOSITE
4"r25" L CLEAT WITH SHEETING
BOLTED HOLE FOR 3/
WHITWORTH BOLTS
DETAIL 1 DETAIL 2 DETAIL 3
I SCALE 110 1 I SCALE 1.10 1 I SCALE 1.10 1
PANELLING ELEVATION VIEWING FROM SOUTH SECTION A-A
I SCALE 115 I
Fig. 1. B!C firewall: elevation and details.
