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Showing results for tags 'section cut one way slab'.
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Dears ; I have questions related to structural programs Finite element based. That is : 1. Do we need in one way slab to read moments and shears from section cut or just from moving the cursor of the mouse over the values. if by cursor, then why not making section cut? 2. Now in 2-way slabs do we need also to make section cuts or just taking the largest value from the cursor.? Note : when making section cuts in one way slabs the values of Moments will be larger than the cursor point value? why? and what to take from these 2-values? with best wishes
