PROFIS ENGINEERING
Plate
Concrete f’ c = 5000 psi
h concrete = 12 in
32” x 2’- 0” x 3 / 4” length( N) = 32.0 in width( B) = 24.0 in thickness( t pl) = 0.75 in default rigid assumption no stand-off type: normal weight lightweight – λ = N / A concrete condition: cracked hole condition: dry Temperature: 72 0 F Temp Range A( max. long term = 110 0 F, max. short term = 130 0 F) Supplementary Reinforcement tension: not present
Table 28. Resultant Tension / Shear Loads and Individual Tension / Shear Loads
Anchor
Tension Load( lb / anchor)
Sustained Tension Load
( lb / anchor)
Shear Load( lb / anchor)
shear: present edge reinf.: # 5 edge bars
Shear Load x-direction( lb / anchor)
Shear Load y-direction( lb / anchor) 1 1059 847 895-472-761 2 1059 847 872-472-733 3 1059 847 848-472-705 4 1059 847 825-472-677 5 1144 915 902-484-761 6 1144 915 878-484-733 7 1144 915 855-484-705 8 1144 915 832-484-677 9 1314 1051 916-509-761 10 1314 1051 892-509-733 11 1314 1051 870-509-705 12 1314 1051 847-509-677 13 1483 1186 930-534-761 14 1483 1186 907-534-733 15 1483 1186 884-534-705 16 1483 1186 862-534-677
Tension eccentricity: e c1, N( wrt x direction) = 0.00 in
e c2, N( wrt y direction) = + 1.00 in
Resultant Tension Load( N ua) = 20,000 lb
Shear eccentricity:
Resultant Shear Load( V ua) = 14,009 lb e cV
( wrt x direction) =-0.361 in
( V ua, x) =-8000 lb e cV
( wrt y direction) = 0.21 in( V ua, y) =-11,500 lb
1483 = highest loaded anchor in tension 930 = highest loaded anchor in shear
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