List of Contributions

Contact Details

Kingdom Designers

Institute Ribbons and Badges

Contact information, job title, education, and license are populated by the ASCE Membership database. You can edit your account here. Please allow 12 hours for the changes to appear in ASCE Collaborate. 

Peter Singh

Kingdom Designers

Contributions

1 to 5 of 20 total
Posted By Peter Singh 01-08-2019 08:06 AM
Found In Egroup: Horizontal/Subsurface Infrastructure & Transportation
\ view thread
I find this discussion very interesting and technically informative. I understand now how significant are tire pressure, axle load and overloading factors are for pavement design! Thanks Mr. Gerhard Du Toit. ------------------------------ Peter Singh M.ASCE Managing Director Kingdom Designers ...
Posted By Peter Singh 03-02-2018 11:54 AM
Found In Egroup: Horizontal/Subsurface Infrastructure & Transportation
\ view thread
Good question, but it may be answered by practicing engineers in the UK! Personally I think it depends on ease of usage and also the manufacturers, which unit they follow in production of building materials and maintain specifications. ------------------------------ Peter Singh M.ASCE Managing ...
Posted By Peter Singh 02-18-2018 10:59 AM
Found In Egroup: Horizontal/Subsurface Infrastructure & Transportation
\ view thread
Here in Nepal that is not a problem! Every owner must hire a registered architect/ engineer to get the house designed and plans prepared with seismic forces taken into account. Then the plans must include a site plan which shows the situation of the building in side the plot, and a location plan which ...
Posted By Peter Singh 12-04-2017 09:44 AM
Found In Egroup: Horizontal/Subsurface Infrastructure & Transportation
\ view thread
​Hello Friends, I am grateful to each and every one of you who have been kind enough to devote your time and effort and have participated in the discussion in order to help me resolve the problem. Please accept my heartfelt thanks, specially Mr Jahangir Khan and Mr. James Anderson, for your analysis ...
Posted By Peter Singh 11-29-2017 11:46 AM
Found In Egroup: Horizontal/Subsurface Infrastructure & Transportation
\ view thread
There is no crack or settlement in the foundation, the deflection starts just above plinth tie at the centre of the wall length and grows as the height increases, both horizontally and vertically, making a bigger curve at the top. The effected wall columns are not connected to the roof truss. Both side ...