ASSIGMENT-6.std ON RUNNING THIS ERROR COME ,,PLEASE GIVE ME SOLUTION TO RESOLVE THIS , I HAVE TRY ALL THE METHOD GIVEN PREVIOUSLY

Hi, Based on NBCC 2015 4.1.8.11 4) single storey buildings with steel or wood deck as diaphragms can have a higher fundamental period compared to 4.1.8.11 3) as seen in the snap below. However, in the current RAM frame the Ta is only based on clause…

How do I change Mton/Cm to Kn/m

warehouse.zip wind calculation also in that folder.... try to fix this probem guys

I have got my report, but there is no loading details like dead load, Wind loads and all... In report settings i have added Loadings, but its not showing.... Wt to do???? i want to see other load details. How to get that details?

Actually i need all members UC Ratio values. How to get all values???? Please guys guide me New folder (2).rar

How shall we assign the unbraced length of lateral columns in a building with a mix of lateral and gravity columns supporting a flat slab? The building does have shear walls as well as a part of MWFRS. I know for gravity columns, it will be safe to…

Hi there, I have a building with a lift core and extra shear walls supporting the building laterally. I want to find out the overturning moment on the box of the lift core. To do this I have assigned wall groups to the lift core (group 1), and a…