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Hi Sir, Do you have Ciria C662 Construction Work Sector Guidance for Designers, please share it to me. Thanks.

Hi Guys, What is the rebar slenderness ratio for all the rebar sizes for T10, T12, T16, T20, T25 and T32? Your reply is referred to which clause of the standard. Thanks.

Hi Sir As per practice, we will carry out maintained load test to verify the pile capacity before carrying out the full string on the working pile. During the maintained load test, the retention load for 200% is 24 hours. May I know, what is the reason to maintain the 200% load for 24 hours...

Dear Sir, Could you explain what is the reason for the wind pressure on building the design return period must be 50 years? Why cannot be 100years or 20 years? Thanks.

Dear All, Any one here can state the differential structure design using BS 8110 and BS 5400 ? Thanks.

Hi, How to solve the Etabs installation problem. Thankshttps://files.engineering.com/getfile.aspx?folder=538714db-b21c-429f-9773-05d83ef3fac6&file=etabs.jpg

Dear All, What is the factor of safety in BS code for the connection design in steel structure for ultimate load? What is the clause? Thanks.

Dear Sir, What is the factor of safety for fasteners in BS code install at the structure?

Dear All, I need to add steel plate at the existing truss member to strengthening the truss in order to cater additional load. The new steel plate will be welded to the existing rectangular hollow section (RSH). The existing truss member is 2.5m in length. 60mm welding length only is required...

Dear All, I need to add steel plate at the existing truss member to strengthening the truss in order to cater additional load. The new steel plate will be welded to the existing rectangular hollow section (RSH). The existing truss member is 2.5m in length. 60mm welding length only is required...

HI Please share with me A-Frame scaffolding acad detail for design. Thanks.

Dear All, May I know, what is the structure design live load for the data centre for office? Kindly provide references or calculation to justify. Thanks.

What is the difference for the settlement pile and non settlement pile ?

Dear All, When the high concrete strength columns and normal concrete strength beam, have British code mention how much should extend from column surface by high concrete strength in beam/ slab ?

Dear Sir, I plan to design the column & shearwall manually by using area method for highrise structure. In order my shearwall & column sufficient to cater the lateral load due to wind load. What is the percentage additional load of the column load I should consider? Please advise. Thanks. LKF

Hi Sir, I am newbie for the plaxis software. I plan to design CBP wall by using plaxis software. Anyone here can share me video, document, tutorial or link for learning ?

Hi All, I plan to increase stiffness modified PT transfer plate (PT thick slab support 35 typical floors above)from 0.25 to 1 or more than 1. Any suggestion than I can increase the stiffness modified PT transfer plate. Thanks

Hi all, May I know, what is the minimum reinforcement for post-tensioned transfer plate? From which code/standard ? Thanks.

Hi, I wish to design transfer beam, what the item I need to consider/check with British standard. Thanks