Seismosoft | Earthquake Engineering Solutions

<t>Hello<br/>
i would like to ask if have point load (e.g 10 kn) in direction z and x how I can put its mass in Mass elements as lumped mass for Eigenvalue analysis <br/>
for 10 in direction z should I put in lumped mass Mz=1.019 only <br/>
for 10 in direction x should I put in lumped mass Mx=1.019 ...

<t>hello <br/>
when i run RC infill masnory loaded time history load Analysis terminated<br/>
and this Message appear <br/>
Time= 4.21484, dt= (Iter: 13 => Diverge)<br/>
Time= 4.21543, dt= 0.00059 (Iter: 0 => Converg)<br/>
Time= 4.21660, dt= 0.00117 (Iter: 3 => Converg)<br/>
Time= 4.21997, dt= 0 ...

hello
is Specific weight reason only self-weight of the panel
how i can put vertical load on the panel
how i know if the panel failure
thanks alot

i prepare master about masonry
i need any model of masonry structure on seismostruc
thamks