Records - of

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

527 | Single span | Simple beam | Concentrated Load at an arbitrary position-Lateral load |

528 | Single span | Simple beam | Uniformly distributed Load-Lateral load |

529 | Single span | Simple beam | Partial Uniformly distributed load-Lateral load |

533 | Single span | Simple beam | Moment Load at Both ends-Lateral load |

535 | Single span | Cantilever beam | Concentrated Load at an arbitrary position-Lateral load |

538 | Single span | Cantilever beam | Uniformly distributed Load-Lateral load |

539 | Single span | Cantilever beam | Partial Uniformly Distributed Load-Lateral load |

542 | Single span | Cantilever beam | Moment Load at tip division of beam-Lateral load |

545 | Single span | Clamped & Simple | Concentrated Load at an arbitrary position-Lateral load |

547 | Single span | Clamped & Simple | Uniformly distributed Load-Lateral load |

548 | Single span | Clamped & Simple | Moment Load at tip division of beam-Lateral load |

549 | Single span | Both End Clamped | Concentrated Load at the Middle of Beam-Lateral load |

550 | Single span | Both End Clamped | Uniformly distributed Load-Lateral load |

129 | Single span | Cantilever beam | Partial Uniformly distributed Load |

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

340 | Elastic Foundation | Finite(Clamped Support) | Uniformly distributed Load |

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

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

302 | Elastic Foundation | Finite(Clamped Support) | Concentrated Load at the Middle of Beam |

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

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

299 | Elastic Foundation | Finite(Pin Support) | Uniformly distributed Load |

298 | Elastic Foundation | Finite(Pin Support) | Concentrated Load at the Middle of Beam |

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

285 | Elastic Foundation | Finite | Partial Uniformly distributed Load |

222 | Single span | Cantilevers at Both Ends | Uniformly distributed Load |

223 | Single span | Cantilevers at Both Ends | Partial Uniformly distributed Load |

226 | Elastic Foundation | Finite | Concentrated Load at tip division of beam |

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

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

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

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

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

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

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

216 | Single span | Both End Clamped | Linearly Distributed Load(Trapezoidal shape) |

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

210 | Single span | Both End Clamped | Partial Uniformly distributed Load |

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

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

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

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

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

208 | Single span | Both End Clamped | Two concentrated Loads at an arbitrary position |

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

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

204 | Single span | Both End Clamped | Uniformly distributed Load |

203 | Single span | Both End Clamped | Concentrated Load at the Middle of Beam |

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

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

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

194 | Single span | Clamped & Simple | Concentrated Load at an arbitrary position |

195 | Single span | Clamped & Simple | Partial Uniformly distributed Load |

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

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

188 | Single span | Clamped & Simple | Uniformly distributed Load |

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

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

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

153 | Single span | Simple beam | Two concentrated Loads at an arbitrary position |

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

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

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

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

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

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

173 | Single span | Simple beam | Linearly Distributed Load(Trapezoidal shape) |

167 | Single span | Simple beam | Moment Load at Both ends |

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

147 | Single span | Simple beam | Moment Load at the Middle of Beam |

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

145 | Single span | Simple beam | Uniformly distributed Load |

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

138 | Single span | Simple beam | Concentrated Load at the Middle of Beam |

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

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

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

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

157 | Single span | Simple beam | Partial Uniformly distributed Load |

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

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

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

124 | Single span | Cantilever beam | Uniformly distributed Load |

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

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

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

128 | Single span | Cantilever beam | Concentrated Load at an arbitrary position |

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

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