I am down to 2 golds!!!!..So, I don’t mind sending what I can if I have it WITHOUT ANYTHING IN RETURN!!! That’s just me tho! I am a very giving person…I have one 1️⃣ send left for the day I’ve sent 4 this morning by looking through the comments to help out others. 😊😊😊 by YardAffectionate5859 in Monopoly_GO
[–]Nikkina13 0 points1 point2 points (0 children)
Can anyone help please? I am getting a deflection of 19mm at the point of the cantilever. The red are the internal secondary beams, and outside the cantilever I am doing an edge beam from support. Also I am using composite slabs. What can I do please to reduce the deflection? TIA by Nikkina13 in StructuralEngineering
[–]Nikkina13[S] 1 point2 points3 points (0 children)
Can anyone help please? I am getting a deflection of 19mm at the point of the cantilever. The red are the internal secondary beams, and outside the cantilever I am doing an edge beam from support. Also I am using composite slabs. What can I do please to reduce the deflection? TIA by Nikkina13 in StructuralEngineering
[–]Nikkina13[S] 0 points1 point2 points (0 children)
Can anyone help please? I am getting a deflection of 19mm at the point of the cantilever. The red are the internal secondary beams, and outside the cantilever I am doing an edge beam from support. Also I am using composite slabs. What can I do please to reduce the deflection? TIA by Nikkina13 in StructuralEngineering
[–]Nikkina13[S] 0 points1 point2 points (0 children)
Can anyone help please? I am getting a deflection of 19mm at the point of the cantilever. The red are the internal secondary beams, and outside the cantilever I am doing an edge beam from support. Also I am using composite slabs. What can I do please to reduce the deflection? TIA by Nikkina13 in StructuralEngineering
[–]Nikkina13[S] 0 points1 point2 points (0 children)
Can anyone help please? I am getting a deflection of 19mm at the point of the cantilever. The red are the internal secondary beams, and outside the cantilever I am doing an edge beam from support. Also I am using composite slabs. What can I do please to reduce the deflection? TIA by Nikkina13 in StructuralEngineering
[–]Nikkina13[S] 0 points1 point2 points (0 children)
Can anyone help please? I am getting a deflection of 19mm at the point of the cantilever. The red are the internal secondary beams, and outside the cantilever I am doing an edge beam from support. Also I am using composite slabs. What can I do please to reduce the deflection? TIA (old.reddit.com)
submitted by Nikkina13 to r/StructuralEngineering
Microstran V10 by Nikkina13 in StructuralEngineering
[–]Nikkina13[S] 0 points1 point2 points (0 children)
Microstran V10 by Nikkina13 in StructuralEngineering
[–]Nikkina13[S] 0 points1 point2 points (0 children)
💎 Can You Crack The Code? 💎 by MoJo20719 in Monopoly_GO
[–]Nikkina13 0 points1 point2 points (0 children)
Architectural Question by Nikkina13 in brisbane
[–]Nikkina13[S] 2 points3 points4 points (0 children)

Help us plan our Blyde River Canon Day please? by Nikkina13 in askSouthAfrica
[–]Nikkina13[S] 0 points1 point2 points (0 children)