On a steel shop drawing I am reviewing the fabricator has placed venting and drainage holes on the side of the members. See attached images of the Column resting on a Beam and the Beam section with holes in it. I do not have a base plate attached to the column, the column gets welded directly on...
Hello,
I designing a post in a 4" wall and I am unable to make any 3.5" Sawn lumber post work, I was going to try a Glulam Column. I am trying to understand how the layup in the column works, I did some research and I got a lot of info about the Glulam Beams, it is very well explain in a lot of...
I am designing columns for a coiled door and multiple manned doors on a Quonset Hut. Can anybody guide me towards a good book or article to understand how the loads works on a Quonset hut. I am designing the columns as cantilevered columns for C&C Wind load, should I also consider MWFRS loads...
Hi all,
I have a question regarding Wall group forces in RAM SS. Does anybody know how RAM calculates Torsion in its Wall Group Force. I am not able to find this information online or in their manuals. I am working on a gym, with plan dimension 100' x 60' and 30' high walls and i am getting...
I have a condition where two HSS 10x6 members are being connected in a corner. Beam 1 is supporting Beam 2 and its going to be Butt welded and flush on 3 sides. I have a service load of 40 kips from Beam 2 acting at the connection. I am trying to figure out if my connection works. I know for a...
Hi Guys,
I am trying to design the shear walls for a small(30' x 20') square masonry structure, the total ht. of the structure is 14' but my masonry wall is only upto 10' and 4' of HSS 4x4 columns on top of the masonry wall. So I have cantilevered masonry wall with cantilevered columns on top...
