|
ASSET:300743, Crazy Horse CA CODE:ANSI/TIA-222-H
<br />CUSTOMER:VERIZON WIRELESS PROJECT:13716774_C3_04
<br />©2007 - 2022 by ATC LLC. All rights reserved. Page 7 of 9 Model ID: 79287 Scenario ID: 315418 5/17/2024 11:37:26
<br />EQUIVALENT LATERAL FORCES METHOD ANALYSIS
<br /> (Based on ASCE7-16 Chapters 11, 12 and 15)
<br />Spectral Response Acceleration for Short Period (SS):1.270
<br />Spectral Response Acceleration at 1.0 Second Period (S1):0.455
<br />Long-Period Transition Period (TL – Seconds):8
<br />Importance Factor (Ie):1.000
<br />Site Coefficient Fa:1.200
<br />Site Coefficient Fv:1.845
<br />Response Modification Coefficient (R):1.500
<br />Design Spectral Response Acceleration at Short Period (Sds):1.016
<br />Design Spectral Response Acceleration at 1.0 Second Period (Sd1):0.560
<br />Seismic Response Coefficient (Cs):0.553
<br />Upper Limit CS:0.553
<br />Lower Limit CS:0.045
<br />Period based on Rayleigh Method (sec):0.670
<br />Redundancy Factor (p):1.000
<br />Seismic Force Distribution Exponent (k):1.090
<br />Total Unfactored Dead Load:12.440 k
<br />Seismic Base Shear (E):6.880 k
<br />1.2D + 1.0Ev + 1.0Eh Seismic
<br />CALCULATED FORCES
<br />Seg Elev
<br />(ft)
<br />Pu
<br />FY (-)
<br />(kips)
<br />Vu
<br />FX (-)
<br />(kips)
<br />Tu
<br />MY
<br />(ft-kips)
<br />Mu
<br />MZ
<br />(fr-kips)
<br />Mu
<br />Mx
<br />(ft-kips)
<br />Resultant
<br />Moment
<br />(ft-kips)
<br />Phi
<br />Pn
<br />(kips)
<br />Phi
<br />Vn
<br />(kips)
<br />Phi
<br />Tn
<br />(kips)
<br />Phi
<br />Mn
<br />(kips)
<br />Total
<br />Deflect
<br />(in)
<br />Rotation
<br />(deg)Ratio
<br />0.00 -16.24 -6.87 0.00 -321.62 0.00 321.62 1,459.66 437.90 1,136 1,135.17 0.00 0.00 0.30
<br />5.00 -15.03 -6.80 0.00 -287.29 0.00 287.29 1,459.66 437.90 1,136 1,135.17 0.05 -0.09 0.26
<br />10.00 -13.81 -6.67 0.00 -253.28 0.00 253.28 1,459.66 437.90 1,136 1,135.17 0.18 -0.16 0.23
<br />15.00 -12.60 -6.46 0.00 -219.94 0.00 219.94 1,459.66 437.90 1,136 1,135.17 0.38 -0.23 0.20
<br />20.00 -11.38 -6.19 0.00 -187.62 0.00 187.62 1,459.66 437.90 1,136 1,135.17 0.65 -0.29 0.17
<br />25.00 -10.66 -5.99 0.00 -156.68 0.00 156.68 1,459.66 437.90 1,136 1,135.17 0.98 -0.33 0.15
<br />28.00 -10.41 -5.92 0.00 -138.72 0.00 138.72 1,459.66 437.90 1,136 1,135.17 1.20 -0.36 0.13
<br />29.00 -10.15 -5.84 0.00 -132.80 0.00 132.80 1,459.66 437.90 1,136 1,135.17 1.28 -0.37 0.12
<br />30.00 -9.22 -5.51 0.00 -126.96 0.00 126.96 1,099.39 329.82 859 814.32 1.35 -0.37 0.17
<br />30.00 -9.22 -5.51 0.00 -126.96 0.00 126.96 1,459.66 437.90 1,136 1,135.17 1.35 -0.37 0.12
<br />35.00 -8.29 -5.13 0.00 -99.41 0.00 99.41 1,099.39 329.82 859 814.32 1.76 -0.41 0.13
<br />40.00 -7.36 -4.70 0.00 -73.75 0.00 73.75 1,099.39 329.82 859 814.32 2.21 -0.44 0.10
<br />45.00 -6.44 -4.20 0.00 -50.26 0.00 50.26 1,099.39 329.82 859 814.32 2.68 -0.46 0.07
<br />50.00 -5.88 -3.88 0.00 -29.24 0.00 29.24 1,099.39 329.82 859 814.32 3.17 -0.48 0.04
<br />53.00 -5.44 -3.61 0.00 -17.60 0.00 17.60 1,099.39 329.82 859 814.32 3.48 -0.48 0.03
<br />55.00 -4.65 -3.11 0.00 -10.37 0.00 10.37 1,099.39 329.82 859 814.32 3.68 -0.48 0.02
<br />58.00 -1.93 -1.30 0.00 -1.04 0.00 1.04 1,099.39 329.82 859 814.32 3.98 -0.49 0.00
<br />58.50 -0.38 -0.26 0.00 -0.39 0.00 0.39 1,099.39 329.82 859 814.32 4.03 -0.49 0.00
<br />60.00 0.00 -0.26 0.00 0.00 0.00 0.00 1,099.39 329.82 859 814.32 4.19 -0.49 0.00
<br />0.9D - 1.0Ev + 1.0Eh Seismic (Reduced DL)
<br />CALCULATED FORCES
<br />Seg Elev
<br />(ft)
<br />Pu
<br />FY (-)
<br />(kips)
<br />Vu
<br />FX (-)
<br />(kips)
<br />Tu
<br />MY
<br />(ft-kips)
<br />Mu
<br />MZ
<br />(fr-kips)
<br />Mu
<br />Mx
<br />(ft-kips)
<br />Resultant
<br />Moment
<br />(ft-kips)
<br />Phi
<br />Pn
<br />(kips)
<br />Phi
<br />Vn
<br />(kips)
<br />Phi
<br />Tn
<br />(kips)
<br />Phi
<br />Mn
<br />(kips)
<br />Total
<br />Deflect
<br />(in)
<br />Rotation
<br />(deg)Ratio
<br />0.00 -8.06 -6.86 0.00 -320.13 0.00 320.13 1,459.66 437.90 1,136 1,135.17 0.00 0.00 0.29
<br />5.00 -7.45 -6.78 0.00 -285.83 0.00 285.83 1,459.66 437.90 1,136 1,135.17 0.05 -0.09 0.26
<br />10.00 -6.85 -6.64 0.00 -251.91 0.00 251.91 1,459.66 437.90 1,136 1,135.17 0.18 -0.16 0.23
<br />15.00 -6.24 -6.43 0.00 -218.69 0.00 218.69 1,459.66 437.90 1,136 1,135.17 0.38 -0.23 0.20
<br />20.00 -5.64 -6.16 0.00 -186.51 0.00 186.51 1,459.66 437.90 1,136 1,135.17 0.65 -0.28 0.17
<br />25.00 -5.27 -5.96 0.00 -155.73 0.00 155.73 1,459.66 437.90 1,136 1,135.17 0.98 -0.33 0.14
<br />28.00 -5.15 -5.88 0.00 -137.86 0.00 137.86 1,459.66 437.90 1,136 1,135.17 1.19 -0.36 0.13
<br />29.00 -5.02 -5.80 0.00 -131.98 0.00 131.98 1,459.66 437.90 1,136 1,135.17 1.27 -0.37 0.12
<br />30.00 -4.56 -5.48 0.00 -126.18 0.00 126.18 1,099.39 329.82 859 814.32 1.35 -0.37 0.16
<br />30.00 -4.56 -5.48 0.00 -126.18 0.00 126.18 1,459.66 437.90 1,136 1,135.17 1.35 -0.37 0.11
<br />35.00 -4.10 -5.10 0.00 -98.78 0.00 98.78 1,099.39 329.82 859 814.32 1.76 -0.40 0.13
<br />2210 3%4 S Ritchey St #
<br />WCC018/5/2024
|