HomeMy WebLinkAboutPROJECT INFORMATIONULTIMATE TENSION AND SHEAR VALUES (LBS/KN) IN CONCRETE
ANCHOR
DIA
In.(mm)
MIN. DEPTH OF
EMBEDMENT
mm
In.()
. -
TENSION
Lbs. (kN)
SHEAR
Lbs. (kN)
...
TENSION
Lbs. (kN)
SHEAR
Lbs. (kN)
TENSION
Lbs. (kN)
SHEAR
Lbs. (kN)
TENSION
Lbs. (i
SHEAR
Lbs. (kN)
3/16 (4.8)
1(25.4)
600 (2.7)
720 (3.2)
625 (2.8)
720 (3.2)
650 (2.9)
720 (3.2)
800 (3.6)
860 (3.8)
1-1/4 (31.8)
845 (3.7)
720 (3.2)
858 (3.8)
720 (3.2)
870 (3.9)
720 (3.2)
1,010 (4.5)
860 (3.8)
1-1/2 (38.1)
1,090 (4.8)
860 (3.8)
1,090 (4.8)
860 (3.8)
1,090 (4.8)
860 (3.8)
1,220 (4.8)
860 (3.8)
1-3/4 (44.5)
1,450 (6.5)
870 (3.9)
1455 (6.5)
870 (3.9)
1,460 (6.5)
990 (4.4)
1,730 (7.7)
990 (4.4)
1/4 (6.4)
1(25.4)
750 (3.3)
900 (4.0)
775 (3.4)
900 (4.0)
800 (3.6)
1,360 (6.1)
950 (4.2)
1,440 (6.4)
1-1/4 (31.8)
1,050 (4.7)
900 (4.0)
1,160 (5.2)
900 (4.0)
1,270 (5.6)
1,360 (6.1)
1.515 (6.7)
1,440 (6A)
1-1/2 (38.1)
1,380 (6.1)
1,200 (5.3)
1,600 (72)
1,200 (5.3)
1,820 (8.1)
1,380 (6.1)
2,170 (9.7)
1,670 (74)
1-3/4 (44.5)
2,020 (9.0)
1,670 (7.4)
2,200 (9.8)
1,670 (7.4)
2,380 (10.6)
1,670 (74)
2.770 (12.3)
1.670 (7.4)
Safe working loads for single installation under static loading should not exceed 25%of the ultimate load capacity.
ULTIMATE TENSION AND SHEAR VALUES (LBS/KN) IN HOLLOW BLOCK
LIGHTWEIGHT
BLOCK MEDIUM WEIGHT
BLOCK
ANCHOR
ANCHOR
DIA
Isn(mm)
EMBEDMENT
In.(mm)
TENSION
SHEAR TENSION
SHEAR
Lbs. (kN)
Lbs. (kN) Lbs. (kN)
Lbs. (kN)
3/16 (4.8)
1(25.4)
220 (1.0)
400 (1.8) 340 (1.5)
730 (3.2)
1/4 (6.4)
1(25.4)
250 (1.1)
620 (1.8) 500 (2.2)
1,000 (4.4)
Safe working loads for single Installation under static loading should not exceed 25%of the ultimate load capacity.
NOTE: 3/16" Tapcon requires 5/32" bit. 1/4" Tapcon requires 3AV bit.
ALLOWABLE EDGE AND SPACING DISTANCES
NORMAL
WEIGHT CONCRETE
CONCRETE
MASONRY UNITS
[CMU)
PARAMETER
ANCHOR
DIA.
In.(mm)
FULL CAPACITY
REDUCED
LOAD
FULL CAPACITY
REDUCED
LOAD
(Critical Distance
CAPACITY
REDUCTION
(Critical Distance
CAPACITY
REDUCTION
Inches)
(Minimal
FACTOR
Inches)
(Minimal
FACTOR
Distnce Inches)
Distance Inches)
Spacing Between
3/16
3
1-1/2
0.73
3
1-1/2
1.00
Anchors -Tension
1/4
4
2
0.66
4
2
0.84
Spacing Between
3/16
3
1-1/2
0.83
3
1-1/2
1.00
Anchors -Shear
1/4
4
2
0.82
4
2
0,81
Edge Distance-
3/16
1-7/8
1
0.83
3
2
0.91
Tension
1/4
2-1/2
1-1/4
0.82
4
2
0.81
Edge Distance-
3/I6
2-1/4
1-1/8
0.70
3
2
0.93
Shear
1/4
3
1-1/2
0.59
4
2
0.80
For SI:1 inch = 25.4 min
7. The uniform load distribution on each member shall be calculated in accordance to
Section 2, Engineering Design Rules, of the AAMA 103.3 Procedural Guide.
8. Compared unit shall not exceed the maximum cyclic pressure when tested per TAS 201,
TAS 202 and TAS 203 or ASTM E 1886 and ASTM E 1996.
R.7k114'4E31E te> io�r daor assem6G7. Exterior door assemblies not covered by Section 1714.5.2
or Section 1714.5.3.1 shall be tested for structural integrity in accordance with ASTM E 330
Procedure A, at a load of 1.5 times the required design pressure load. The load shall be sustained
for 10 seconds with no permanent deformation of any main frame or panel member in excess of
0.4 percent of its span after the load is removed. High -velocity hurricane zones shall comply
with TAS 202. After each specified loading, there shall be no glass breakage, permanent damage
to fasteners, hardware parts, or any other damage which causes the door to be inoperable.
The minimum test sizes and minimum design pressures shall be as indicated in Table 1714.5.3.
The unit size tested shall qualify all units smaller in width and/or height of the same operation
type and be limited to cases where frame, panels and structural members maintain the same
profile as tested.
TABLE 1714.5.3 MINIMUM TEST SIZES, INCLUDING FRAMING
MINIMUM
PERFORMANCE
PERFORMANCE
WIDTH
WIDTHX
GRADE (DESIGN
CLASS'
HEIGHT (mm)
HEIGHT (IN.)
PRESSURE)
Residential (R)
900 x 2000
(36 x 79)
720 Pa
(15 psi)
Light
1200 Pa
Commercial
900 x 2100
(36 x 83)
(25 psf)
(LC)
Commercial
1000 x 2100
(40 x 83)
1440 Pa
(C)
(25 psfl
Heavy
1920 Pa
Commercial
1200 x 2400
(48 x 95)
(40 psfl
(HQ
Architectural
1200 x 2400
(48 x 95)
1920 Pa
(AW)
(40 psfl
1. Performance Class and Performance Grade per ANSI/AAMA/NWWDA 101/I.S.2.
1714.5.3.1 Sectional garage doors and rolling doors shall be tested for determination of structural
performance under uniform static air pressure difference in accordance with ANSI/DASMA 108,
ASTM E 330 Procedure A, or TAS 202. For products tested in accordance with ASTM E 330,
testing shall include a load of 1.5 times the required design pressure load sustained for 10
seconds, and acceptance criteria shall be in accordance with ANSI/DASMA 108 (HVHZ shall
comply with TAS 202).