Search results for query: *

a typo: it should be read as: 192.8 in.

Does my query make sense?

You mean the upper bolts would be inside the flanges since the upper flange would be flush with the floor slab and there wouldn't be a clearance for bolting outside the flanges. Am I right?

Can you elaborate more on this, especially the end plate connection option?

In your phrase: or you could make an end plate connection or double angle connection that is post installed into the masonry wall. is this applicable if it wasn't masonry wall, rather if it were an RC beam? I'm open to any inquiry you post.

Am I asking some thing very difficult to be replied?

Hi all, Any help would be highly appreciated

Suppose my suggestion is valid, 1- if there are RC beams over masonry wall running transversely at both ends of the proposed W or I steel sections, how would the steel section be connected to these RC beams? 2- otherwise, in case RC beams are not existing running transversely to proposed W or I...

Let me clarify OP better. Overview: I am seeking advice regarding renovations for an existing two-story house with load-bearing masonry walls and reinforced concrete slabs. Details: The owner intends to make some renovations. The attached files show the current layout (marked as "before") and...

Hi Any help would be highly appreciated.

These images would be after renovation

These images are before renovation

Hi please find the attached files. This is an existing house. The owner wants to make some renovations. Before in the links denote to before renovation, while after denotes to after renovation. I proposed the W or I section displayed in green in the attachments to be placed under the the lower...

the title should be read as An Explanation of ACI 17.10.5.3 (specifically b)

Hi all, should one consider earthquake loads for this type of structure? If so, which section of the ASCE?

XR250 said: Assume a 9k vehicle with CG located. some distance from the post center? That would give your front-to-back moment. how one can find the center of gravity of a vehicle? XR250 said: Also, some lifts do not have a top crossbar so you have a moment trying to the rotate the posts...

What information do you need?

Hi all, I'm planning on using combined RC footing for 2-post car lift of rated load of 4000kg. Do you recommend slab-on-grade 150mm thick with WWR, or my combined RC footing is more convenient? Also, is single column footing with pedestal is applicable?

I can't catch this, can you elaborate more on this? Shouldn't it be read as 6EI big_delta/L^2

Hi all, any help would be highly appreciated.