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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, 2:41 PM
<br /> General Footing File=C:INETWOR-APROJEC-117300-7-11797617976-1-117976-181203-Reply to City Comments.ec6.
<br /> g Software copyri.ht ENERCALC,INC.1983-2018,Build:10.18.10.31 .
<br /> tic.0:KW-06011301 Licensee.Covington
<br /> Description: FTG NODE(3)
<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 None 0.0 k-ft nfinitv OK
<br /> Z-Z,+D+L+H None 0.0 k-ft nfinitv OK
<br /> Z-Z,+D+Lr+H None 0.0 k-ft nfinitv OK
<br /> Z-Z.+D+S+H None 0.0 k-ft nfinitv OK
<br /> Z-Z,+D+0.750Lr+0.750L+H None 0,0 k-ft nfinitv OK
<br /> Z-Z,+D+0.750L+0.750S+H None 0.0 k-ft nfinitv OK
<br /> Z-Z,+D+0.60W+H 12,0 k-ft 110.312 k-ft 9.193 OK
<br /> Z-Z,+D+0.70E+H 31.220 k-ft 111.377 k-ft 3.567 OK
<br /> Z-Z,+D+0.750Lr+0.750L+0,450W+H 9.0 k-ft 110.458 k-ft 12.273 OK
<br /> Z-Z,+D+0.750L+0.750S+0.450W+H 9.0 k-ft 142.521 k-ft 15.836 OK
<br /> Z-Z,+D+0.750L+0.750S+0.5250E+H 23.415 k-ft 143.319 k-ft 6.121 OK
<br /> Z-Z,+0.60D+0.60W+0.60H 12.0 k-ft 68.743 k-ft 5.729 OK
<br /> Z-Z,+0.60D+0.70E+0.60H 31.220 k-ft 69.808 k-ft 2.236 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 0.0 k 11.949 k No Slidina OK
<br /> X-X.+D+L+H 0.0 k 12.166 k No Sliding OK
<br /> X-X.+D+Lr+H 0.0 k 11.949 k No Sliding OK
<br /> X-X,+D+S+H 0.0 k 15.939 k No Sliding OK
<br /> X-X.+D+0.750Lr+0.750L+11 0.0 k 12.112 k No Slidina OK
<br /> X-X,+D+0.750L+0.750S+H 0.0 k 15.105 k No Slidina OK
<br /> X-X,+D+0.60W+H 1.920 k 12.546 k 6.534 OK
<br /> X-X,+D+0.70E+H 4,90 k 12.645 k 2.581 OK
<br /> X-X.+D+0.750Lr+0.750L+0.450W+H 1.440 k 12.559 k 8.722 OK
<br /> X-X,+D+0.750L+0.750S+0.450W+H 1.440 k 15.552 k 10.80 OK
<br /> X-X.+D+0.750L+0.750S+0.5250E+H 3.675 k 15.626 k 4.252 OK
<br /> X-X.+0.60D+0.60W+0.60H 1.920 k 8.666 k 4.514 OK
<br /> X-X.+0.60D+0,70E+0.60H 4.90 k 8.765 k 1.789 OK
<br /> Z-Z,+D+H 0.0 k 11.949 k No Slidina OK
<br /> Z-Z,+D+L+H 0.0 k 12.166 k No Sliding OK
<br /> Z-Z,+D+Lr+H 0,0 k 11.949 k No Sliding OK
<br /> Z-Z,+D+S+H 0.0 k 15,939 k No Sliding OK
<br /> Z-Z,+D+0.750Lr+0.750L+H 0.0 k 12.112 k No Slidina OK
<br /> Z-Z,+D+0.750L+0.750S+H 0,0 k 15.105 k No Sliding OK
<br /> Z-Z.+D+0.750L+0,750S+0.450W+H 0.0 k 15.552 k No Slidina OK
<br /> Z-Z.+D+0.750L+0.750S+0.5250E+H 0.0 k 15.626 k No Sliding OK
<br /> Z-Z.+0.60D+0.60W+0.60H 0.0 k 8.666 k No Slidina OK
<br /> Z-Z,+0.60D+0,70E+0.60H 0.0 k 8.765 k No Slidina OK
<br /> Z-Z,+D+0.60W+H 0.0 k 12.546 k No Sliding OK
<br /> Z-Z.+D+0.70E+H 0.0 k 12.645 k No Slidina OK
<br /> Z-Z.+D+0.750Lr+0.750L+0.450W+H 0.0 k 12.559 k No Sliding OK
<br /> Footing Flexure
<br /> Mu Side Tension As Req'd Gym.As Actual As Phi`Mn
<br /> Flexure Axis&Load CombinationStatus
<br /> k-ft Surface inA2 in^2 102 k-ft
<br /> X-X,+1.40D+1.60H 1.995 +Z Bottom 0.5184 Min Temo% 0.5280 48.666 OK
<br /> X-X,+1.40D+1.60H 1.995 -Z Bottom 0 5184 Min Tema% 0.5280 48.666 OK
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