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Showing results for tags 'sections'.
Found 3 results
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Dear Seniors! Anyone having CISC (Canadian Institute of Steel Construction ) manual. I need it for finding Bx (monosymmetry constant )values for steel sections. Thanks
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Dear Members I am working on a project site where Column Reinforcement is as shown in the file. The Columns (C6 to C20) are going from +12'-0" to +48'-0" un-braced and without any slab at intermediate levels. The slab is at +12'0" and +48'0" level. The Reinf is changing and larger dia bars are provided on top. I want to ask that is it alright and what is the possible explanation of changing the number and dia of bars in-between ? Regards Column Reinf 1.pdf
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salam how to define section in sap2000 if area and inertia of section is given but not the dimensions?
