Expert Advice


Mohammad Kamal at 3 Feb 2018, 4:58 am

Hi all Regarding the attached file how can i calculate the ev which is equal 78 factor in the concrete edge failure and how can i calculate Acn which is equal to 132215 in payout failure. I can under stand the whole idea and the concept buyt…

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Ali Maruf GUMUSEL
at 23 Jan 2018, 6:55 am

Dear Ms./Mr., Our client have some concerns with the installation of the subject (HIT-HY 200 + HIS-N B7 1/2) system as follow: Is there any tolerance in regards of "embedment depth (hef)" of the subject sleeve where if it coincide with th…

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mohammed farouk
at 22 Jan 2018, 9:40 am

I'm using HDU-1 as fixation in GRC (glass fiber reinforcement concrete) base material, but GRC not part of HDU-1 design load. please advise which material I can use similar to GRC as base material. Also, Data sheet for HDU-1 not shows minim…

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mohammed farouk
at 4 Jan 2018, 8:13 am

I'm designing using PROFIS rebar, my case is slab to slab at beam support. ultimate design shear and moment is 4.7 kn/m & 4.7 kn-m/m.... by using HY-200R adhesive. the required embedment depth shows by software in 749 mm (not logic). please…

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mohammed farouk
at 4 Jan 2018, 7:15 am

I'm designing using PROFIS rebar, my case is slab to slab at beam support. ultimate design shear and moment is 4.7 kn/m & 4.7 kn-m/m.... by using HY-200R adhesive. the required embedment depth shows by software in 749 mm (not logic). please…

0 votes
104 views
1 answer