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STRUCTURAL DESIGN ASSOCIATES Project Title: ECHELBARGER
<br /> Engineer:
<br /> Project ID: SDA#7976
<br /> Project Descr:MOMENT FRAME CALCS
<br /> Printed: 4 DEC 2018, 2:40PM
<br /> General Footing File=C:INETWOR-11PROJEC-117300-7-11797617976-1-117976-181203-Reply to City Comments.ec6 .
<br /> Software copyright ENERCALC,INC.1983-2018,Build:10,18.10.31 .
<br /> Lie.#:KW-06O t30i Licensee: Covington
<br /> Description: FTG-NODE(5)&(1)
<br /> Overturning Stability
<br /> Rotation Axis&
<br /> Load Combination... Overturning Moment Resisting Moment Stability Ratio Status
<br /> X-X,+D+H None 0.0 k-ft nfinitv OK
<br /> X-X.+D+L+H None 0.0 k-ft nfinitv OK
<br /> X-X.+D+Lr+H None 0.0 k-ft nfinitv OK
<br /> X-X,+D+S+H None 0.0 k-ft nfinitv OK
<br /> X-X.+D+0.750Lr+0.750L+H None 0.0 k-ft nfinitv OK
<br /> X-X,+D+0.750L+0.750S+H None 0.0 k-ft nfinitv OK
<br /> X-X,+D+0.60W+H None 0,0 k-ft nfinitv OK
<br /> X-X,+D+0.70E+H None 0.0 k-ft nfinitv OK
<br /> X-X.+D+0.750Lr+0.750L+0.450W+H None 0.0 k-ft nfinitv OK
<br /> X-X,+D+0.750L+0.750S+0.450W+H None 0.0 k-ft nfinitv OK
<br /> X-X,+D+0.750L+0.750S+0.5250E+H None 0.0 k-ft nfinitv OK
<br /> X-X,+0.60D+0.60W+0.60H None 0.0 k-ft nfinitv OK
<br /> X-X,+0.60D+0.70E+0.60H None 0.0 k-ft nfinitv OK
<br /> Z-Z,+D+H 2.450 k-ft 37.002 k-ft 15.103 OK
<br /> Z-Z,+D+L+H 2.540 k-ft 37.561 k-ft 14.788 OK
<br /> Z-Z.+D+Lr+H 2.450 k-ft 37.002 k-ft 15.103 OK
<br /> Z-Z,+D+S+H 4,870 k-ft 49.910 k-ft 10.249 OK
<br /> Z-Z,+D+0.750Lr+0.750L+H 2.518 k-ft 37.421 k-ft 14.864 OK
<br /> Z-Z.+D+0.750L+0.750S+H 4.333 k-ft 47,103 k-ft 10.872 OK
<br /> Z-Z.+D+0.60W+H 6.50 k-ft 42.186 k-ft 6.490 OK
<br /> Z-Z,+D+0.70E+H 14.140 k-ft 48.671 k-ft 3.442 OK
<br /> Z-Z,+D+0.750Lr+0,750L+0.450W+H 5.555 k-ft 41,309 k-ft 7,436 OK
<br /> Z-Z.+D+0.750L+0.750S+0.450W+H 7.370 k-ft 50.991 k-ft 6.919 OK
<br /> Z-Z.+D+0.750L+0.750S+0.5250E+H 13.10 k-ft 55.854 k-ft 4.264 OK
<br /> Z-Z,+0.60D+0,60W+0.60H 5.520 k-ft 27.385 k-ft 4.961 OK
<br /> Z-Z,+0.60D+0.70E+0.60H 13.160 k-ft 33.870 k-ft 2.574 OK
<br /> Sliding Stability All units k
<br /> Force Application Axis
<br /> Load Combination... Sliding Force Resisting Force Stability Ratio Status
<br /> X-X,+D+H - -0.870 k 6.138 k 7.055 OK
<br /> X-X,+D+L+H -0.9020 k 6.201 k 6.875 OK
<br /> X-X.+D+Lr+H -0.870 k 6.138 k 7.055 OK
<br /> X-X.+D+S+H -1.728 k 7.562 k 4.376 OK
<br /> X-X.+D+0.750Lr+0.750L+H -0.8940 k 6.185 k 6.918 OK
<br /> X-X,+D+0.750L+0.750S+H -1.538 k 7.254 k 4.718 OK
<br /> X-X,+D+0.60W+H -1.746 k 6.575 k 3.766 OK
<br /> X-X,+D+0.70E+H -3.432 k 6.971 k 2.031 OK
<br /> X-X,+D+0.750Lr+0.750L+0.450W+H -1.551 k 6.513 k 4.199 OK
<br /> X-X.+D+0.750L+0.750S+0.450W+H -2.195 k 7.581 k 3.455 OK
<br /> X-X.+D+0,750L+0.750S+0,5250E+H -3.459 k 7.878 k 2.278 OK
<br /> X-X,+0.60D+0,60W+0.60H -1.398 k 4.780 k 3.419 OK
<br /> X-X,+0.60D+0.70E+0.60H -3.084 k 5.176 k 1.678 OK
<br /> Z-Z,+D+H 0.0 k 6.138 k No Slidina OK
<br /> Z-Z,+D+L+H 0.0 k 6.201 k No Slidina OK
<br /> Z-Z.+D+Lr+H 0.0 k 6.138 k No Slidina OK
<br /> Z-Z.+D+S+H 0.0 k 7.562 k No Slidina OK
<br /> Z-Z,+D+0.750Lr+0.750L+H 0.0 k 6.185 k No Slidina OK
<br /> Z-Z,+D+0.750L+0.750S+H 0.0 k 7.254 k No Slidina OK
<br /> Z-Z.+D+0.750L+0.750S+0.450W+H 0.0 k 7.581 k No Slidina OK
<br /> Z-Z,+D+0.750L+0.7505+0.5250E+H 0.0 k 7.878 k No Sliding OK
<br /> Z-Z.+0.60D+0.60W+0.60H 0.0 k 4.780 k No Slidina OK
<br /> Z-Z,+0.60D+0.70E+0.60H 0.0 k 5.176 k No Slidina OK
<br /> Z-Z,+D+0.60W+H 0.0 k 6.575 k No Sliding OK
<br /> Z-Z.+D+0.70E+H 0.0 k 6.971 k No Slidina OK
<br /> Z-Z.+D+0.750Lr+0.750L+0.450W+H 0.0 k 6.513 k No Slidina OK
<br /> Footing Flexure
<br /> Flexure Axis&Load Combination Mu Side Tension As Req'd Gym.As Actual As Phi*Mn Status
<br /> k-ft Surface in^2 in^2 in^2 k-ft
<br /> X-X,+1.40D+1.60H 0.7088 +Z Bottom 0.5184 Min Temp% 0.560 51.536 OK
<br /> X-X,+1.40D+1.60H 0.7088 -Z Bottom 0.5184 Min Temp% 0.560 51.536 OK
<br /> M6
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