I have an 8"x16" concrete beam and in the end span of a multi-span condition, it says the bottom flexural beam reinforcement fails code limit by 1 bar. I have 2-#5 bars currently for all spans and for every other span, this is adequate and meets all code…

I'm using the concrete module and the warning of the excessive spacing is always showing even if I'm choosing 1" spacing, any suggestion ?

I cant seem to find the error causing this warning: * WARNING- NO MEMBERS LOADED FOR A WIND LOAD GENERATION. I have a similar wind load in the opposite direction (Windward) but it didnt caused an error. I have this type of warning 4 times in my wind load…

I have a model of a concrete structure. I am doing a preliminary design for columns and I am getting a few errors in the view/update tab that don't make sense. I am using ACI 318-14. Take column J-4.3 for example. When I try to define the transverse…

Dear sir, The attached model is showing geometric warning as "Members are incompatible". Kindly advise me to proceed further. and also explain me what way i can get rid of that. Thanks and Regards Alagu

In the Ram Concrete module, When I run the Process > Analyze, it gives me the attached warning message: I assume the warning is referring to the highlighted line that says "Either all Degrees of Freedom Fixed or Internal Error." Does anyone know what…

Hello, I am getting a warning at a joint that is not restrained. It is an element near a pin support. This model is for a roof slab. I am not sure how to resolve the warning. Any help would be appreciated. Thanks, Pascual 1108.GLM Childrens…

Please help.. I am having warning messages.. Can this affect the result or should I neglect the warnings? Thank you very much! structural.std