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hello pals, I have some problem with my 4 level space frame which I design with plates to get away slab stiffness attach to frames after meshing it sub divide my whole length beam into sub-beams 1 meter in length as I run the Analysis I have no errors and warning messages but got this...

Thanks to reply Pals Will I have the parameter before eface and add sface later skeptic that it is the root cause, I assigned 0.8m before if I recall it right because my beam depth is 800 mm, got the messages mentioned change it to 1 m, got the same messages remove the parameter...

Hello Pal Need some insights with this messages, but I have to clarify first my input I have space frame that I use plate load instead of floor load to get away with stiffness of slab connected to frame, what happen my whole length beams were divided into sub-beam 1 meter in length, as soon...

In designing col for sway frame, P-Delta effects and Moment magnification is applied when its suffice with limiting value. Now the code says that the smaller value moments should be negative in column in question but positive when single curvature. Lets move back in analysis of frames by moment...

I would add, you have to make sure that your anchorage can withstand the moments transfer from shearing and pull-out...

hi pal's: Im worry about my mortar toppings Which is 5mm is the thinner and about 15 mm the thicker, I have to overlay it in the old slab, I have to do it due to limited time. The thing is, it is prepared so the "thin pressed narra flooring" will be install by which will be hammered to stick...

thanks to all!! Well, I will start from your ideas and suggestion...In a week I think I will start my task.. again thanks a lot. More power. Regards; fratrowie

Hello Palz Im trying to have a new partition wall on a condo unit on the fifth floor, I have to drill on the floor slab 12 mm diameter and 4" depht apaced at 60 cm apart for my vertical reinforcement for CHB partition.. the structure is 28 storey high, no details for the structural design...

hello pals: Im working structural analysis by hand for a time but comes in my mind thats all of my appoached were all approximation, Im looking for a detailed and much exact analysis for the two way slab, this elastic difference and elastic deformation were good? what can you say? hope that...