Download - Summary Tower Analysis
Tower Analysis
Input Values Ten storey structure, that 16m x 16m, total height of 30m The height of all stories is 3m External wall thickness 0.4m Internal wall thickness 0.2m Floor slab 0.2m Assumed to be free standing, fixed at the bottom Density of brick, 2000kg/m3 Youngs modulus E= 268x106 N/m2 Poissons ratio v=0.2 Internal Explosion = 9x106 N/m within 0.1 sec ( 9x107 kPa within 0.005sec) External Explosion = 9x106 N/m within 0.1 sec ( 9x107 kPa within 0.005sec)
Layout
Completed Tower
Material
Mesh
Loading: Internal Explosion
Loading: External Explosion
Results: Internal Explosion
Results: External Blast
Max Principle Stress S
Common Error Messages The ratio of deformation speed to wave speed exceeds 1.0000 in at least one element. This usually indicates an error with the model definition. Additional diagnostic information may be found in the message file.