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(E) Shear wall capacity=
<br />350*(32')
<br />=11.2 k
<br />(E) Shear wall capacity =
<br />350*(24')
<br />=8.4 k
<br />(E) Shear wall capacity =
<br />350*(27.5' +16.83')
<br />=15.5k
<br /> MiTek® Hardy Frame Shear Wall Systems
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<br />Model
<br />Number
<br />Net H
<br />eight H
<br />(in)
<br />Concrete
<br />Compressive
<br />Strength f’c
<br />(psi)
<br />HD Bolt Dia (in)
<br />and Grade 3
<br />Applied
<br />Axial
<br />Load 4
<br />Seismic R=6.5, Cd =4.0 Wind
<br />Allowable In-Plane Shear V 5 (lbs)
<br />Drift at
<br />V 5 (in)
<br />Uplift at
<br />V 5, 6 (lbs)
<br />Allowable In-Plane Shear V 5 (lbs)
<br />Drift at
<br />V 5 (in)
<br />Uplift at
<br />V 5, 6 (lbs)
<br />HFX-15x14
<br />164 1/4
<br />2,500
<br />1 1/8” HS 4,000
<br />1,120 0.611
<br />20,680 1,250 0.767 25,325
<br />3,000 18,925 1,490 0.913 29,870
<br />4,000 17,460 25,135
<br />HFX-18x14
<br />2,500
<br />1,380 0.642
<br />18,475
<br />1,960 0.912
<br />32,455
<br />3,000 17,545 28,170
<br />4,000 16,630 25,320
<br />HFX-21x14
<br />2,500
<br />2,115 0.512
<br />24,300 2,850 0.862 40,385
<br />3,000 22,895 3,015 0.913 37,905
<br />4,000 21,555 33,290
<br />HFX-24x14
<br />2,500
<br />2,090 0.527
<br />18,855
<br />3,190 0.805
<br />33,155
<br />3,000 18,240 30,680
<br />4,000 17,580 28,505
<br />HFX-15x15
<br />176 1/4
<br />2,500
<br />1 1/8” HS 3,500
<br />1,045 0.655
<br />20,745 1,185 0.833 26,150
<br />3,000 18,975 1,390 0.979 29,995
<br />4,000 17,500 25,205
<br />HFX-18x15
<br />2,500
<br />1,310 0.701
<br />18,935
<br />1,830 0.979
<br />32,595
<br />3,000 17,955 28,250
<br />4,000 16,990 25,380
<br />HFX-21x15
<br />2,500
<br />1,975 0.591
<br />24,370
<br />2,620 0.979
<br />39,120
<br />3,000 22,955 33,860
<br />4,000 21,605 30,405
<br />HFX-24x15
<br />2,500
<br />1,960 0.597
<br />19,000
<br />2,830 0.859
<br />30,790
<br />3,000 18,375 28,750
<br />4,000 17,700 26,890
<br />HFX-15x16
<br />188 1/4
<br />2,500
<br />1 1/8” HS 3,000
<br />980 0.700
<br />20,805 1,125 0.901 27,015
<br />3,000 19,025 1,305 1.046 30,105
<br />4,000 17,540 25,265
<br />HFX-18x16
<br />2,500
<br />1,250 0.760
<br />19,435
<br />1,715
<br />1.046
<br />32,655
<br />3,000 18,385 28,285
<br />4,000 17,365 25,410
<br />HFX-21x16
<br />2,500
<br />1,850 0.675
<br />24,430
<br />2,295
<br />34,255
<br />3,000 23,005 30,715
<br />4,000 21,650 28,005
<br />HFX-24x16
<br />2,500
<br />1,825 0.625
<br />18,875
<br />2,670 0.913
<br />31,140
<br />3,000 18,255 29,040
<br />4,000 17,595 27,130
<br />HFX-15x17
<br />200 1/4
<br />2,500
<br />1 1/8” HS 2,500
<br />925 0.745
<br />20,860 1,070 0.970 27,940
<br />3,000 19,065 1,230 1.113 30,200
<br />4,000 17,570 25,320
<br />HFX-18x17
<br />2,500
<br />1,195 0.824
<br />19,890
<br />1,615 1.113
<br />32,780
<br />3,000 18,775 28,360
<br />4,000 17,705 25,465
<br />HFX-21x17
<br />2,500
<br />1,745 0.765
<br />24,485
<br />2,260 1.112
<br />37,390
<br />3,000 23,050 32,810
<br />4,000 21,690 29,620
<br />HFX-24x17
<br />2,500
<br />1,695 0.660
<br />18,600
<br />2,485 0.967
<br />30,685
<br />3,000 18,005 28,665
<br />4,000 17,360 26,815
<br />HFX-15x18
<br />212 1/4
<br />2,500
<br />1 1/8” HS 2,000
<br />875 0.789
<br />20,905 1,025 1.041 28,940
<br />3,000 19,100 1,160 1.179 30,285
<br />4,000 17,600 25,365
<br />HFX-18x18
<br />2,500
<br />1,150 0.887
<br />20,445
<br />1,530
<br />1.179
<br />33,090
<br />3,000 19,250 28,545
<br />4,000 18,120 25,600
<br />HFX-21x18
<br />2,500
<br />1,645 0.860
<br />24,530
<br />2,010
<br />33,445
<br />3,000 23,090 30,135
<br />4,000 21,725 27,555
<br />HFX-24x18
<br />2,500
<br />1,595 0.697
<br />18,540
<br />2,335 1.020
<br />30,505
<br />3,000 17,950 28,515
<br />4,000 17,310 26,685
<br />Ca 1, 2le
<br />ROD GRADE
<br />ROD DIAMETER
<br />UNREINFORCED
<br />ANCHORAGE NOMENCLATURE
<br />1 1/8-STD-14-20
<br />REINFORCED ANCHORAGE
<br />ROD GRADE
<br />ROD DIAMETER
<br />REINFORCED
<br />ANCHORAGE NOMENCLATURE
<br />1 1/8-STD-RA
<br />REINFORCED ANCHORAGE
<br />BACK TO BACK INSTALLATION
<br />ROD GRADE
<br />ROD DIAMETER
<br />BACK TO BACK REINFORCED
<br />ANCHORAGE NOMENCLATURE
<br />1 1/8-STD-BB-RA
<br />Table 1.1A MiTek® Hardy Frame® Installation - On Concrete1,2
<br />Using (8)24" long walls
<br />Cap = 8*2090 lbs = 16.7k,
<br />OK
<br />Using (8)24" long walls
<br />Cap = 6*2090 lbs = 12.5k,
<br />OK
<br />Using (8)24" long walls
<br />Cap = 5*2090 lbs = 10.4k,
<br />OK
<br />CALCULATION OF HARDY
<br />FRAMES NEEDED TO REPLACE
<br />THE REMOVED SHEAR WALL
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