WALL GEOMETRY AND CONDITIONS FOLLOW:
• Welded Wire Wall (2 walls total, 1 angle point)
• Maximum Wall Design Height: 90’
• Maximum Mat Length of 63’ (achieved with overlap splicing)
• Loading: Approach Slab Load = (DL) 450 psf
(LL) 250 kips / 33.75’x42’load (CAT789D) distribution slab @ 16’from face of wall = 895 psf
Typical construction equipment surcharge loading: 250 psf.
• Seismic Coefficient = PGA = 0.218
• Design Life of 30 years – Commercial Galvanized Steel
• 17,744 SF
Wall Type:
Welded Wire Wall
Wire Type:
Galvanized
Owner Type:
Mining
Wall Height:
Wall Size:
Over 5000 SF
