Page 339 - 2018_IRC

WALL CONSTRUCTION

TABLE R608.8(5)—continued
MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS a, b, c, d, e, f, m
ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
DESIGN LOADING CONDITION DETERMINED FROM TABLE R608.8(1)
NUMBER OF
LINTEL DEPTH, BARS AND BAR STEEL YIELD 1 2 3 4 5
h
D g SIZE IN TOP STRENGTH , f y Maximum ground snow load (psf)
(inches) AND BOTTOM (psi) — 3 0 7 0 3 0 7 0 3 0 7 0 3 0 7 0
OF LINTEL
Maximum clear span of lintel (feet - inches)
Span without stirrups i, j 8-7 11-4 8-1 8-5 7-5 6-1 5-9 4-10 4-9
40,000 6-5 7-10 6-2 6-4 5-9 4-9 4-6 3-8 3-7
1-#4
60,000 7-10 9-7 7-6 7-9 7-0 5-10 5-6 4-5 4-4
40,000 8-0 9-9 7-8 7-11 7-2 5-11 5-7 4-6 4-5
1-#5
60,000 9-9 11-11 9-4 9-8 8-9 7-3 6-10 5-6 5-5
2-#4 40,000 9-0 11-1 8-8 8-11 8-1 6-9 6-4 5-2 5-0
20
1-#6 60,000 11-0 13-6 10-6 10-11 9-10 8-2 7-9 6-3 6-2
40,000 11-3 13-9 10-9 11-1 10-0 8-4 7-10 6-5 6-3
2-#5
60,000 15-8 19-2 15-0 15-6 14-0 11-8 11-0 8-11 8-9
40,000 15-5 18-10 14-8 15-2 13-9 11-5 10-9 8-6 8-3
2-#6
60,000 18-7 22-9 17-9 18-5 16-7 13-10 12-9 9-5 9-2
Center distance A k, l 5-7 8-4 5-1 5-5 4-5 3-1 2-9 1-10 1-9
Span without stirrups i, j 9-11 13-7 9-9 10-2 9-0 7-5 7-0 5-10 5-9
40,000 8-6 10-8 8-5 8-8 7-10 6-6 6-2 5-0 4-11
1-#5
60,000 10-5 13-0 10-3 10-7 9-7 8-0 7-6 6-1 6-0
2-#4 40,000 9-7 12-1 9-6 9-9 8-10 7-5 7-0 5-8 5-6
1-#6 60,000 11-9 14-9 11-7 11-11 10-10 9-0 8-6 6-11 6-9
24
40,000 12-0 15-0 11-9 12-2 11-0 9-2 8-8 7-1 6-11
2-#5
60,000 14-7 18-3 14-4 14-10 13-5 11-2 10-7 8-7 8-5
40,000 14-3 17-11 14-1 14-7 13-2 11-0 10-4 8-5 8-3
2-#6
60,000 19-11 25-0 19-7 20-3 18-4 15-3 14-5 10-10 10-7
Center distance A k, l 6-3 9-11 6-1 6-6 5-4 3-9 3-4 2-2 2-1
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square inch = 6.895 kPa, 1 pound per square foot = 0.0479 kPa, Grade 40 = 280 MPa,
Grade 60 = 420 MPa.
Note: Top and bottom reinforcement for lintels without stirrups, as shown in shaded cells, shall be equal to or greater than that required for lintel of the same
depth and loading condition that has an allowable clear span that is equal to or greater than that of the lintel without stirrups.
a. See Table R608.3 for tolerances permitted from nominal thickness.
b. Table values are based on concrete with a minimum specified compressive strength of 2,500 psi. See Note j.
c. Table values are based on uniform loading. See Section R608.8.2 for lintels supporting concentrated loads.
1
d. Deflection criterion is L/240, where L is the clear span of the lintel in inches, or / inch, whichever is less.
2
e. Linear interpolation is permitted between ground snow loads and between lintel depths.
f. DR indicates design required.
g. Lintel depth, D, is permitted to include the available height of wall located directly above the lintel, provided that the increased lintel depth spans the entire
length of the lintel.
h. Stirrups shall be fabricated from reinforcing bars with the same yield strength as that used for the main longitudinal reinforcement.
i. Allowable clear span without stirrups applicable to all lintels of the same depth, D. Top and bottom reinforcement for lintels without stirrups shall be not less
than the least amount of reinforcement required for a lintel of the same depth and loading condition with stirrups. All other spans require stirrups spaced at
not more than d/2.
j. Where concrete with a minimum specified compressive strength of 3,000 psi is used, clear spans for lintels without stirrups shall be permitted to be
multiplied by 1.05. If the increased span exceeds the allowable clear span for a lintel of the same depth and loading condition with stirrups, the top and
bottom reinforcement shall be equal to or greater than that required for a lintel of the same depth and loading condition that has an allowable clear span that
is equal to or greater than that of the lintel without stirrups that has been increased.
k. Center distance, A, is the center portion of the clear span where stirrups are not required. This is applicable to all longitudinal bar sizes and steel yield
strengths.
l. Where concrete with a minimum specified compressive strength of 3,000 psi is used, center distance, A, shall be permitted to be multiplied by 1.10.
m. The maximum clear opening width between two solid wall segments shall be 18 feet. See Section R608.7.2.1. Lintel clear spans in the table greater than 18
feet are shown for interpolation and information only.

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