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Greetings, I am looking to source some plate material ASTM A572 C.3 or 480WT Material for a CWB Procedure Qualification Report. We need enough plate to prepare coupons for V Groove Vertical Up welment using SMAW process in advance of carrying out some welding repairs in the field. Can anyone...

Spencer, You will likely need to pass some tests with CWB yourself. You will need to prepare WPDS and WPS for company. You will need to know what processes they use ... SMAW, FCAW, GMAW ... and prepare a bunch of typical WPDS's for each process. Unless you have prepared WPDS's before, it can...

Hello Everyone, I am seeking a publication from the CSSBI ( Canadian Sheet Steel Building Institute) entitled: CSSBI B15-93 Snow, Wind and Earthquake Load Design Criteria for Steel Building Systems. It is a small booklet about 15-18 pages and shows a designer how to apply snow, wind and...

Estimating hours still valid procedure. Prime Consultant estimates for design fees based on total cost of construction is a well esstablished method as well.

Hello, I believe this requirement relates more to reinforced concrete grade beams than pier caps. Regards, Phil

Before estimating costs for this renovation, I think you should back up and confirm feasibility of project with respect to existing conditions. You mention a new second floor to be added .... is there sufficient reserve capacity in the foundation system and the superstructure to sustain...

Before estimating costs for this renovation, I think you should back up and confirm feasibility of project with respect to existing conditions. You mention a new second floor to be added .... is there sufficient reserve capacity in the foundation system to sustain these additional design...

Greetings Forumer's, This post was placed in another forum ... please forgive me for any duplication ... I wanted to get some feedback on what is 'fair and reasonable' regarding distribution of a fee for a Prime Consultant and Sub-Consultants for a typical building project. Some background...

Greetings Forumer's, OK ... Heres the Readers Digest version... Client calls last week with urgent request to approve relocated modular home. Fine, went to site and looked at what was done. Modular home is 14 ft. wide, 64 ft long. Longitudinal beam lines 2' in from each end approximately ...

Thanks for your reply JAE. Regards, Philitup

Adding the plate to the slab would only increase the dead load to the one way slab in my opinion. there is no composite action which can be assummed. Shoring from below to decrease the one way slab span seems like a better angle.

Greetings Forumer's, I wanted to get some feedback on what is 'fair and reasonable' regarding distribution of a fee for a Prime Consultant and Sub-Consultants for a typical building project. Some background information ... We use a publication from the Alberta Association of Architects/...

Greetings Forumer's, I wanted to get some feedback on what is 'fair and reasonable' regarding distribution of a fee for a Prime Consultant and Sub-Consultants for a typical building project. Some background information ... We use a publication from the Alberta Association of Architects/...