AISCAISC 360-22
TablesC-4 Structural design for fire conditions

Qualification Standards

PDF page 688 · AISC 360-22

AssemblyItem
Number
Fire Protection Material UsedMinimum Thickness of Insulating Material for Fire-Resistance Times, in. (mm)
4 hrs3 hrs2 hrs1 hr
1. Steel
columns
and all of
primary
trusses
1-3.14 in. (100 mm) hollow clay tile in two 2 in.
(50 mm) layers; 1/2 in. (13 mm) mortar between tile and column; 3/8 in. (10 mm) metal mesh 0.046 in. (1.2 mm) wire diameter in horizontal joints; tile fill[b]
4
(100)
1-3.22 in. (50 mm) hollow clay tile; 3/4 in. (19 mm) mortar between tile and column; 3/8 in.
(10 mm) metal mesh 0.046 in. (1.2 mm) wire diameter in horizontal joints; limestone concrete fill[b]; plastered with 3/4 in. (19 mm) gypsum plaster.
3
(75)
1-3.32 in. (50 mm) hollow clay tile with outside wire ties 0.08 in. (2.0 mm) diameter at each course of tile or 3/8 in. (10 mm) metal mesh 0.046 in. (1.2 mm) diameter wire in horizontal joints; limestone or trap-rock concrete fill[b] extending 1 in. (25 mm) outside column on all sides.3
(75)
1-3.42 in. (50 mm) hollow clay tile with outside wire ties 0.08 in. (2 mm) diameter at each course of tile with or without concrete fill; 3/4 in. (19 mm) mortar between tile and column.2
(50)
1-8.1Wood-fibered gypsum plaster mixed 1:1 by weight, gypsum-to-sand aggregate applied over metal lath. Lath lapped 1 in. (25 mm) and tied 6 in. (150 mm) on center at all ends, edges, and spacers with 0.049 in. (1.2 mm) (No. 18 B.W. gage) steel tie wires. Lath applied over 1/2 in. (13 mm) spacers made of 3/4 in. (19 mm) furring channel with 2 in.
(50 mm) legs bent around each corner.
Spacers located 1 in. (25 mm) from top and bottom of member and a maximum of 40 in.
(1 000 mm) on center and wire tied with a single strand of 0.049 in. (1.2 mm) (No. 18 B.W. gage) steel tie wires. Corner bead tied to the lath at 6 in. (150 mm) on center along each corner to provide plaster thickness.
15/8
(41)

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