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Design a continuous one-way solid slab supported on beams spaced at 4.2m o.c. the width of the beam is 300mm, leaving clear slab spans of 3.9. The slab carries a uniform DL= 6 KPa.
How to calculate point of contraflexion on an overhanging beam with udl
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On a per pound basis, steel pipe is stronger in bending and is less likely to buckle in axial compression.
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