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Shear in Slab with Concentrated Load
I have a situation where a two way slab supported by walls along each side is subject to a 16 kip vehicle load. When this load is close to the edge of the slab there is a high shear stress at the face of the support. Does the code address the width of the slab cross section that should be...- sclee21
- Thread
- Replies: 8
- Forum: Structural engineering general discussion
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Reinforced Concrete Tank/Wetwell
I am working on the structural design of a 35 foot deep rectangular pump station wet well. The inside dimensions of the wet well are 19' X 16'. I am analyzing the longer wall as a fixed-hinged-fixed-free plate using PCA - Rectangular Concrete Tanks, Fifth Edition. The equivalent fluid load of...- sclee21
- Thread
- Replies: 12
- Forum: Structural engineering general discussion
