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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