Muhammad Mehmood Masood

Dear All, I am working on modelling of steel fence on etabs. I have to provide green sheets over the entire fencing , for privacy issue. Previously it was working ok(without wind load). So I have modeled it with wind loading and just want your input if the load combos are OK or not. Also any other suggestions would be appreciated. PS. I don't want to change the gauge of steel, inclined bracing would be preferable. Thanks Fence Model Inclined Bracing.EDBFence Model Inclined Bracing.ebkFence Model Inclined Bracing.$ET

Yes i already got to that conclusion. Thankyou

Our sub-contractor wants to use seismic zone FM50 for the design of a firefighting watertank on top of the powerhouse, I have't heard of such a seismic zone categorization before. If anyone has information regarding this, please inform.

Salam to everyone. I am a fresh graduate from Military College of Engineering belonging to CED-79. I am currently working at Gulpur Hydropower Project in Kotli AJK with EPC Contractor (DAELIM Industrial Co.). Although my expertise in the field are very limited, i am designated as a junior structural engineer. This Forum has been of great help with many of my ambiguities. Kudoos to Sir Umar Makhzumi, Sir Rana and others for this platform.