| Web Crippling Strength |
| This provisions are applicable to webs of flexural members subjected to concentrated loads or reactions ot the component therof, acting perpendicular to the longitudinal axis of member, and in the plane of the web under consideration, and causing compressive stresses in web. |
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| Webs with h/t ratio greater than 200 shall be provided with adequate means of transmitting concentrated loads and/or reactions directly into the webs |
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| For two or more webs, its capacity shall be computed for each individual web and the results added to obtain the nominal load or reaction for the multiple web. |
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| For two or more webs, its capacity shall be computed for each individual wev and the results added to obtain the nominal load or reaction for the multiple web. |
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| Web crippling strength for built-up-I-sections, or similar sections are not avilable. |
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| Select appropriate radio button to calculate web crippling strength. |
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| To run program, press radio button |
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