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) |