what is periode of deshuttering for different area of slab
Answer Posted / saiprasad malandkar
Deshuttering time as per IS-456-2000
IS 456-2000,clause-11.3.
Type of Formwork minimum period
a) Vertical formwork to columns, walls, beam 16-24 h
b) Soffitformwork to slabs (Props to berefixed immediately afterremoval of formwork) 3 days
c) Soffitformwork to beams (Propsto be refixed immediately afterremoval of formwork) 7 days
d) Propsto slabs: 1) Spanning up to 4.5 m 7 days
2) Spanning over4.Sm 14days
e) Props to beams and arches: 1) Spanning up to 6 m 14 days
2) Spanning over6 m 21 days
| Is This Answer Correct ? | 49 Yes | 0 No |
Post New Answer View All Answers
What is dead load impact load live load
Anyone have sample questions for bhel interview.please send me as Iam appearing for the interview on 19th sep2008. Kindly send this to my e-mail: arun_prasath_n@yahoo.co.in
roll of DLC in road constructions
how to estimate costing from quantity givin in BOQ and according to this how we fill tender and final rate for perticular work.....?
rate analysis for cement pointing 1:4 , for 100 sq m
How to calculate the area in squarefeets ?How much area of sqft for this measurements?East 53.3ft West 54ft North 47.7ft South 51.1ft ?
Which condition will prevail for the design of a swimming pool ? When the pool is empty or when it is filled ?
What is the Hardness of M-40 grade concrete, general and theoratical
How to produce the Concrete Grade 30mpa at 12hour? How to prevent for plastic shrinkage crack? How can we produce fire resistant concrete?
Which are the Steel tests ?
load combinations how many types for staad design purpose?
What is command line?
Kindly post me previous year interview questions with answer for post of Manager (civil engg.) for NTPC, IOC , GAIL etc. I have interview on july 2013.I will be very grateful to you. Please guide me.
What glue is least sticky?
What is thumb rule in quantity and cost estimation of a residential building in civil engineering??