GKSTATICS
DESIGN
API
...

EXAMPLES

6 known cases
Payload Preview
RAy = 5RBy = 5Mmax = 25
{
  "nodes": [
    [
      0,
      0
    ],
    [
      5,
      0
    ],
    [
      10,
      0
    ]
  ],
  "members": [
    {
      "i": 0,
      "j": 1,
      "E": 29000,
      "I": 100,
      "A": 10
    },
    {
      "i": 1,
      "j": 2,
      "E": 29000,
      "I": 100,
      "A": 10
    }
  ],
  "supports": [
    {
      "node": 0,
      "Rx": true,
      "Ry": true,
      "Rm": false
    },
    {
      "node": 2,
      "Rx": false,
      "Ry": true,
      "Rm": false
    }
  ],
  "pointLoads": [
    {
      "node": 1,
      "Fx": 0,
      "Fy": -10,
      "M": 0
    }
  ],
  "distLoads": [],
  "pointSprings": [],
  "uniformSprings": [],
  "samplesPerMember": 41,
  "include": [
    "data",
    "svg"
  ]
}
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N1N2N3w=2.98 klfw=3.50->5.64 klfD: P=10.0 kFBDR(l)V(l)M(l)
DEFLECTION MATERIAL
EI = 2900000.0 k·in²
θ(l)Δ(l)00.501.00