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meshing of floor slab not done, assigning of diaphram of slabs not done, self weight of beam, column ,floor slabs are automatically taken into account when DL is given factor of 1 in load pattern
Can you design for blast loading
meshing of floor slab not done, assigning of diaphram of slabs not done, self weight of beam, column ,floor slabs are automatically taken into account when DL is given factor of 1 in load pattern
Can you design for blast loading