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Main difference between local and overall buckling related to distortion of the overall system geometry. Local buckling does not cause distortion of the overall geometry, usually local buckling seems on short (channel or angle) compression members (excessive loaded and material related problem). On the other hand overall buckling causes distortion, we can give example as plastic ruler compressed by fingers . There is equation on buckling developed by Euler.

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Can a sewer lateral cross over a water main?

Yes, but there are requirements for vertical distance between the sewer and water main (generally at least 18 inches) and materials of construction. One reference is the so-called 10 State Standards (Section 38.3). If you do not have access to this publication (e.g., you are a homeowner), check with your local building department.


Foundation wall code requirements?

The International Building code states the following: 1806.1 General. Retaining walls shall be designed to ensure stability against overturning, sliding, excessive foundation pressure and water uplift. Retaining walls shall be designed for a safety factor of 1.5 against lateral sliding and overturning. This means that retaining walls need to be engineered. The International Residential Code states the following: R404.5 Retaining walls. Retaining walls that are not laterally supported at the top and that retain in excess of 24 inches (610 mm) of unbalanced fill shall be designed to ensure stability against overturning, sliding, excessive foundation pressure and water uplift. Retaining walls shall be designed for a safety factor of 1.5 against lateral sliding and overturning. Again refeering that walls need engineering. Check with your local building official to see if this is applicable in your area.


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Where could one get advice on construction cost estimating?

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Related Questions

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Local buckling occurs in structural elements when compressive stresses exceed the critical buckling stress, leading to deformations and potentially failure. This phenomenon can weaken the load-bearing capacity of the element and compromise the overall structural integrity. Local buckling is commonly addressed through design considerations, such as increasing the section modulus or using bracing to help prevent or mitigate its effects.


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