Thank you molibden. I appreciate your answer but what is the effect of having pinned or fixed connection on frame lateral resistance since pin connection have resistance on lateral direction Fx (x global axis )??why is bracing or shear wall required only due changes from fixed to pin? isn't the...
For lateral loads, Does being pinned connection (beam to column ) affects the lateral frame resistance? Because though pinned won't the beam by itself have lateral load transfer mechanism between the columns? ? all of the members are glulam timber members. see the picture here
Now If the beam...
what else can I use to provide a lateral support for this type of building? meaning won't any lateral bracing disturb the architectural aspect of a residential building? plus I have got this comment from someone that making all of my supports simple or pin will make my frame truss & that means I...
okay kootk if it helps to make it more clear I am only dealing with shear & bending moment, I have sketched the shear force & bending moment diagrams of the frame... look it over. The analysis of this diagrams is based on the assumption of making the connection rigid that is only an assumption...
Can I make beam to column connection simply supported? I mean will it have enough resistance as a frame ? I am designing a G+1 residential building.
I have attached the connection I am planning to use in my design & the question I am struggling with is; will it carry & transfer moment in other...
Beam to column glulaminated member connection
Now the dilemma I am facing is should I make the beam interrupt the column or should I make column interrupt the beam? I have attached pics to make it clear
If I make the beams interrupt the columns then doesn't that mean the beam will carry the...