Engineering Center

scenario is we are to install overhead fastening using M20, instead of the usual RE500v3, we would be proposing the use of the capsule type HVU2. however, designer is not so flexible when it comes to embedment depth of 150mm only. what happens when we install HVU2 M20, that should be having embedment depth of 170mm reduced onl...

Asking in behalf of customer. the customer is to use the HAS Rod + HIT RE500v3 on cinder concrete as base material. upon checking this might be CMU, in which RE500v3 does not have approval. could I still use it, provided we conduct test?

Hi! Can you send me quotation or equivalent item.

Greetings! I want to look into the pending CPD point for my attendance of Fundamentals of Cast-in Place Anchor Channel System Design with AC232. It is not yet recorded on my CPDAS account. The attached PDF file is my certificate for the said webinar. Thank you.

Asking in behalf of the customer.. there are specific required torque for each anchor type/diameter. for HAS M30 + HIT RE500v3, it is 300N-m. Question 1: is there a specific range for this, say what if the applied is only 290N-m, or 310N-m? Question 2: do we have calculation, how did we come up with the required torque? if to...

IS IT APPROVED IF WE REPLACED OF SMALLER NUTS TO BIG NUTS ON THE T- BOLTS TO OBTAIN THE 3 THREADS REQUIREMENTS

Asking in behalf of the customer, the concrete to be drilled is not yet fully cured (concrete is 28 days curing time, and just poured last Monday, probably just 4 days only after it was casted), might not even reaching 70% of its strength. what would happen if I would drill it and put HAS-U + RE500v3, but the test/load would l...

Eto po yung seminar na inattend ko na di pa po nagrereflect yung cpd points sa cpdas

I want to follow the training certificate and cpd points. It is not yet reflected to my cpdas account. Geneson Sotto is my name and hope to hear from you soon.

May I ask if this has CPD Points?