Interested to Buy Any Domain ? << Click Here >> for more details...
What is factor of safety
in the plastic method
design?
- 1 Answers
- 5398 Views
- Petron ltd, I also Faced
- E-Mail Answers
Answer Posted / nawal k dwivedi
It is the ratio of breaking stress to the permissible
maximum stress. It is required for a safer plastic design of
the structures.
| Is This Answer Correct ? | 6 Yes | 0 No |
Post New Answer View All Answers
What are the standard plastic limit/liquid limit/plasticityindex for differrent type of soils?
what is the water cement ratio for plastering
rcc floor to floor 4m. in column reinforcement where we provide lap in exact location.
what is the service corridor?
Dear Sir I Mahesh C. Bhamre have already given a Exam for Superintendent Officer / Public relation Officer Exam Dharmday Aaukta held at Nashik on Date 29/08/2010. My seat no was 5040247. and my cell no is 9822677994. and my mail Id is - mahesh.bhamre@rediffmail.com So can you pl send me details of result of respective exams. Thanking you in Anticipation.
design the irrigation canal(b,B,h )head is 3tms of water is supplied to the 200hectars of area and the base period crop is 150days dance to water travels as 35km.the canal section is trapezoidal and also calculate the slop the canal
What is the amount of work done by a carpenter, bar Bender and plaster Mason in interior and exterior plaster
five benefits of using standard terminology in the measurement process
How much permissible bearing capacity requires for open footings(isolated) and what type pile foundatuon prefering for coastal areas?
how do you calculate the length of "L" of main & distribution bar for reinforcing of raft footing
What are the govt approvals required for starting of power project. means from initial site grading and excavation work.exm. blasting in hard rock, deep excavation, cut off trees from site.
What is thumb rule for deep trench excavation
foundation details for 25 ton weight Furnace on 2 supports and 2 tilters
Design a shear wall of length 4.20 m and thickness of 250mm subjected to the following forces.Assume Fck = 25Mpa and Fy = 415Mpa and the wall is a high wall with central part 3440mm x 250mm and two 380mm x 760mm strong bands at each end with following loading. S.No. Loading Axial force Moment Shear 1 DL+LL 1950 600 20 2 Seismic load 250 4800 700
types of piles detail,
