Distance between support is 24.278 ft
End support result B
Horizontal Vertical Horizontal Moment
Node L/C Fx kip Fy kip Fz kip Mx kip-in My kip-in Mz kip-in Mz kip-in
9 7 DL + LL 70.649 125.272 -0.011 0.341 0.111 175.067
21 7 DL + LL -70.944 128.966 -0.007 0.450 -0.084 -180.539
Continuous support A
Horizontal Vertical Horizontal Moment
Node L/C Fx kip Fy kip Fz kip Mx kip-in My kip-in Mz kip-in
9 7 DL + LL 6.336 32.853 -0.011 -0.778 0.254 172.433
21 7 DL + LL -6.871 36.842 -0.010 -0.724 -0.236 -192.768
Ratio B/A
9 7 DL + LL : 11.15 3.81 1 -0.43 -0.44 1.01
21 7 DL + LL: 10.32 3.5 0.7 -0.62 0.35 0.93
If any one design shear wall with generate support and without generate support, must have find disparity.
It will be appreciated if some body explain and how the continuous support results to be used for design. Generally we design for unit length of wall but these RESULTS DOES NOT SEEM TO BE FOR UNIT LENGTH OF WALL. (??????)