STRUCTURAL ENGINEERING FORUM OF INDIA [SEFI]

Dear Sir,
将这张封面软件建模和如果是,制作吗h software will be covered?

Thanking you in advance
Yours sincerely
S Arunkumar

Dear Sirs,
In continuation of my earlier post, I also feel that with minimum thickness of 500 mm based on earlier calculation, the load will get properly distributed to the soil for a bearing pres ...

Dear sirs,

IMHO,

1. Since the pocket size is only 500 mm deep, the pocket will probably rest on filled up soil and not even on natural earth.

2. For 45 kN over .5x.5 pedestal, the pressure on ...

Dear Er Ramu

1. If reinforcement is laid properly, then ok.
2. The concept of cranked bars is that 50% of bars from one slab and 50% of bars from other slab on either side of beam will cross over ...

Dear Er Ramu,
1. Even though you have noted that the main bar is 8mm @ 6" at top, the detailing of the cantilever slab top bar is shown in full line which is normally used for bottom bars. Did y ...

Dear Er Ramu,
Staad Pro Connect Edition is newer version and will have better compliance to latest codes such as IS 1893 2016, IS 13920 2016 etc

Yours sincerely
S Arunkumar

Dear Sir,
The codal provision of IS13920 permits the use of Fe500 and Fe550 ductile bars but does not talk about making full use of the higher strength. IS 456 on the other hand does not prohibit ...

Dear sefians

If i were to design Staircase as shown in the figure.How should i go about it.What would be the ideal thickness of the plate?
What are the points should i consider for the design?

...

Dear Sir,
Why not consider your first research into effect of ageing of stock by conducting a comparative study of the old stock GGBS with new stock GGBS for strength, workability, etc? This will ...

Dear Er Hemal Mistry,
你的修正。希望其他高级engineers concur and if not, may put forth their point of view.

Yours sincerely
S Arunkumar