## No. |
## Object |
## Type1 |
## Type2 |
## Type3 |
---|---|---|---|---|

341 | Beam | Elastic Foundation | Finite(Clamped Support) | Triangular distributed load |

340 | Beam | Elastic Foundation | Finite(Both end Clamped Support) | Uniformly Distributed Load |

339 | Beam | Elastic Foundation | Finite(Clamped Support) | Concentrated Load at tip division of beam |

245 | Shear Coefficient | Cross Section | Thin-Walled Round Tube | - |

244 | Shear Coefficient | Cross Section | Semi-Circle | - |

310 | Earthquake | Intraslab | Specify the Seismic Moment | Microscopic |

309 | Earthquake | Subduction-Zone Plate | Specify the Area of Fault | Macroscopic |

307 | Earthquake | Intraplate | Asperity | Microscopic |

306 | Earthquake | Intraplate | Specify the Length of Active Fault | Macroscopic |

305 | Earthquake | Intraplate | Specify the Fault | Macroscopic |

303 | Beam | Elastic Foundation | Finite(Clamped ＆ Free) | Uniformly Distributed Load |

302 | Beam | Elastic Foundation | Finite(Clamped Support) | Concentrated Load |

301 | Beam | Elastic Foundation | Finite(Pin Support) | Moment Load at Both ends |

300 | Beam | Elastic Foundation | Finite(Pin Support) | Moment Load at tip division of beam |

299 | Beam | Elastic Foundation | Finite(Pin Support) | Uniformly distributed load |

298 | Beam | Elastic Foundation | Finite(Pin Support) | Concentrated Load |

297 | Beam | Elastic Foundation | Finite | Moment Load at tip division of beam |

243 | Shear Coefficient | Cross Section | Ellipse Cross Section | - |

242 | Shear Coefficient | Cross Section | Rectangle Cross Section | - |

241 | Shear Coefficient | Cross Section | Thin-Walled I-Section | - |

240 | Shear Coefficient | Cross Section | Hollow Circle | - |

239 | Shear Coefficient | Cross Section | Circle | - |

258 | Culumn | Constant Cross Section | Clamped and Roller support | Elastic Buckling Load |

285 | Beam | Elastic Foundation | Finite | Partial uniformly distributed load |

251 | Culumn | Constant Cross Section | Clamped and Pinned | Elastic Buckling Load |

250 | Culumn | Constant Cross Section | Both ends Clamped support | Elastic Buckling Load |

238 | Culumn | Constant Cross Section | Both ends Pinned support | Elastic Buckling Load |

222 | Beam | Single span | Cantilevers at Both Ends | Uniformly distributed load |

223 | Beam | Single span | Cantilevers at Both Ends | Partial Uniformly distributed load |

226 | Beam | Elastic Foundation | Finite | Concentrated Load |

232 | Beam | Elastic Foundation | Finite | Concentrated Loada at the Middle of Beam |

221 | Beam | Single span | Cantilevers at Both Ends | Concentrated Load at Both Ends |

220 | Beam | Single span | Jetty Beam(Pendent Beam) | Partial Uniformly distributed load |

219 | Beam | Single span | Jetty Beam(Pendent Beam) | Uniformly distributed load |

218 | Beam | Single span | Jetty Beam(Pendent Beam) | Concentrated Load at arbitrary position |

214 | Beam | Single span | Both End Clamped | p=4*p0*x/l*(1-x/l) |

215 | Beam | Single span | Both End Clamped | p=p0*(x/l)^2 |

216 | Beam | Single span | Both End Clamped | Load in a trapezoidal shape |

217 | Beam | Single span | Both End Clamped | Settlement of clamped support |

210 | Beam | Single span | Both End Clamped | Partial uniformly distributed load |

211 | Beam | Single span | Both End Clamped | Partial linearly distributed load |

212 | Beam | Single span | Both End Clamped | Moment Load at arbitrary position |

213 | Beam | Single span | Both End Clamped | p=p0*sin(π*x/l) |

206 | Beam | Single span | Both End Clamped | Linearly Distributed Load(Isosceles triangle) |

207 | Beam | Single span | Both End Clamped | Concentrated Load at arbitrary position |

208 | Beam | Single span | Both End Clamped | Two Concentrated Load at arbitrary position |

209 | Beam | Single span | Both End Clamped | Two concentrated Loads in opposite directions |

205 | Beam | Single span | Both End Clamped | Linearly Distributed Load |

204 | Beam | Single span | Both End Clamped | Uniformly distributed load |

203 | Beam | Single span | Both End Clamped | Concentrated Load in the center of beam |

200 | Beam | Single span | Clamped & Simple | p=p0*x/l*(2-x/l) |

201 | Beam | Single span | Clamped & Simple | p=p0*(x/l)^2 |

202 | Beam | Single span | Clamped & Simple | Moment Load at arbitrary position |

194 | Beam | Single span | Clamped & Simple | Concentrated Load |

195 | Beam | Single span | Clamped & Simple | Partial uniformly distributed load |

196 | Beam | Single span | Clamped & Simple | Partial linearly distributed load(Increase) |

199 | Beam | Single span | Clamped & Simple | Partial linearly distributed load(Decrease) |

188 | Beam | Single span | Clamped & Simple | Uniformly Distributed Load |

189 | Beam | Single span | Clamped & Simple | Linearly Distributed Load(increase) |

191 | Beam | Single span | Clamped & Simple | Linearly Distributed Load(decrease) |

192 | Beam | Single span | Clamped & Simple | Moment Load at tip division of beam |

153 | Beam | Single span | Simple beam | Two Concentrated Load at arbitrary position |

152 | Beam | Single span | Simple beam | Concentrated Load at arbitrary position |

151 | Beam | Single span | Simple beam | Linearly Distributed Load(Isosceles triangle) |

148 | Beam | Single span | Simple beam | Moment Load at tip division of beam |

257 | Retaining wall | Passive-earth Pressure | Monotonous embankment | During Earthquake |

256 | Retaining wall | Active-earth Pressure | Monotonous embankment | During Earthquake |

233 | Retaining wall | Passive-earth Pressure | Monotonous embankment | - |

231 | Retaining wall | Active-earth Pressure | Monotonous embankment | - |

185 | Drain | River-Bed Water | Circular Drain | - |

183 | Drain | River-Bed Water | Collecting Drain | - |

182 | Well | Confined groundwater | Kozeny Equation | - |

181 | Well | Confined groundwater | Thiem Equation | - |

180 | Well | Unconfined groundwater | From sidewall | - |

179 | Well | Unconfined groundwater | From bottom and Sidewall | - |

178 | Well | Unconfined groundwater | From bottom | - |

176 | Beam | Single span beam | Simple beam | Quadratic function load(Increase) |

175 | Beam | Single span beam | Simple beam | Quadratic function load |

174 | Beam | Single span beam | Simple beam | Sin curve load |

173 | Beam | Single span beam | Simple beam | Partial uniformly & linearly distributed load |

167 | Beam | Single span beam | Simple beam | Moment Load at both ends |

164 | Beam | Single span beam | Simple beam | Moment Load at arbitrary position |

147 | Beam | Single span beam | Simple beam | Moment Load at center of beam |

146 | Beam | Single span beam | Simple beam | Linearly Distributed Load(increase) |

145 | Beam | Single span beam | Simple beam | Uniformly Distributed Load |

134 | Beam | Single span beam | Cantilever beam | Moment Load at arbitrary position |

138 | Beam | Single span beam | Simple beam | Concentrated Load in the center of beam |

133 | Beam | Single span beam | Cantilever beam | Quadratic function load.p=p0*(x/l)^2 |

131 | Beam | Single span beam | Cantilever beam | Partial linearly distributed load(Decrease) |

132 | Beam | Single span beam | Cantilever beam | Quadratic function load.p=p0*x/l*(2-x/l) |

156 | Beam | Single span beam | Simple beam | Two concentrated Loads in opposite directions |

157 | Beam | Single span beam | Simple beam | Partial uniformly distributed load |

261 | Beam | Elastic Foundation | Finite | Concentrated Load at an arbitrary position |

159 | Beam | Single span beam | Simple beam | Partial linearly distributed load |

123 | Beam | Single span beam | Cantilever beam | Concentrated Load at tip division of beam |

124 | Beam | Single span beam | Cantilever beam | Uniformly Distributed Load |

125 | Beam | Single span beam | Cantilever beam | Linearly Distributed Load(increase) |

126 | Beam | Single span beam | Cantilever beam | Linearly Distributed Load(decrease) |

127 | Beam | Single span beam | Cantilever beam | Moment Load at tip division of beam |

128 | Beam | Single span beam | Cantilever beam | Concentrated Load at intermediate part of beam |

130 | Beam | Single span beam | Cantilever beam | Partial linearly distributed load(Increase) |