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Showing results for tags 'post-tensioned'.
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Seminar on "Designing of Post-Tensioning & Field Quality Control" Venue: Block F, Conference Room, Sir Syed University of Engineering & Technology Date: 10th March 2022 | Time : 02pm - 5pm "Association of Consulting Engineers Pakistan (ACEP)" In collaboration with "SSUET" & "ConvergePT" [This seminar is open for both physical & online participants.] Fees: Pkr. 1000.00 50% Discount will be given to engineers working with ACEP Members & SSUET alumni. To get yourself registered, Deposit or Pay Online A/c Title: Association of Consulting Engineers Pakistan A/c No.: 0010010178510019 Shaheed e Millat Road Branch, Karachi For Payment Information Contact : Mr. Akram (ACEP) 0335-5696179 For Online Registration: https://forms.gle/ZcbcxpiMxe2nXksDA For Technical Information, Contact : 0332-2295597
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Assalam o Alaikum, I'm facing a problem related to the analysis of PT slab in etabs. After adding tendons in column strip the -ve deflection is increasing instead of decreasing. This is my first time that i'm doing PT slab analysis on etabs. So, i might be missing something. Please help me out. I'm checking deflection on combo of PT-FINAL + DEAD.
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Can some body please give reference regarding torsional design of post-tensioned bridge girders? I have searched through AASHTO LRFD Bridge Design Specs but could not find a valid reference.
