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This is very general question, there is a guidline which says 4D pitch requirement but I was wondering how does it affects the joint strength? Thanks

AISI 301 is the steel I cant leave them open Fatigue DT DER insists on having them filled.

Can someone provide me good reference for Filling up unused holes in Steel and Ti structure? Can I use Al rivets to fill up holes in steel and ti structure? Newbie here any help will be apprecitated. Thanks

Hi, I am trying to simulate linear GAP element in FEMAP with NX Nastran. But it formulation requires use of SPOINT (scalar pont) and FEMAP doesn't support SPOINT. Is there any equivalent I can use to replace SPOINT? Please let me know. Thanks

I was trying to get the nut allowables. Which is made out of AISI1074

I wasn using C-000. Thanks a lot.

I am trying get some core shear strength data for the honeycomb panel 3" Thick according to ASTM C393. Size of the specimen per this ASTM is 6 (Width) X 3 (Thickness) but there are no clear guidelinse for the length of the specimen. Please let me know where I can find guidelines to get the...

Do you have shear strength allowable for AISI 1074 High Carbon Steel ASTM A684? Can you tell me source to get it?