Hi sir, say inclined rafter and straight IPE bottom beam both connected to column flange , in realltiy the bottom straight beam will be shifted down because of joining plate between rafter and column flange to take space , so in reality the beam is shifted down , shall this be reflected also in sap?
Mantap (great work).
as a SAP2000 beginner, I find this video very helpful. Keep it up brother.
Hi sir, say inclined rafter and straight IPE bottom beam both connected to column flange , in realltiy the bottom straight beam will be shifted down because of joining plate between rafter and column flange to take space , so in reality the beam is shifted down , shall this be reflected also in sap?
Great video. Please what's the aim of assigning compression limits for some members?
compresion limit set in 0 implies that the element only develope tensile but is needed to activate the nonlinear analisys
why did you release release M22 and M33. Please explain
because those bars are supposed to be articulated. but it is not necesary to release both of them generally it is enough with M33 for beams