What is the maximum crushing load in Kg & crushing strength in N/mm2 for M25 & M 15 Grade concrete
1 6326the beam size (450x1000) effective length is 19.0mts no intermediate supports and top 8nos 32dia and bot 32dia and condition is stragge lap. it is exceeding lap zones and exceed length of bars?
1 3917what are the tests to be done for grout material, and procedure for compressive strength test procedure for grout material?
1 2356what is the cutting length of 90 degree bend in four corner ring in column of 8mm dia size of column 450mmx250mm of clear cover 20mm?
13 19168what is the full form of following sueface type of road - AC,CC,(PM,DM,SB),(CG,Ma,Me), G,E,O
2 14758purpose of binding wire in RCC. Structually is there any requirements that how to tie the binding wire like cross or single or how many pices combine together to bind the steel. i need structually importance of binding wire.
1 5497Post New Civil Engineering Questions
Sir, Iam Applied in rrb for the posts of Junior Engineer.I want to know about the or question previews to study well.Pl send it to shukla_varun1985@yahoo.com.
.5Ast
which formula used for calculate the area of segmental arch?
cud any one send me tech quest paper(civil engg) at tarizus@yahoo.com
How will you Engage Labours on Site?
How to do base isolation using ETABS software?
How does siphoning work?
std penetration resistance in very stiff clays lies bet 2 & 4 4 & 8 8 & 15 15 & 30
What is rate for brick masonry work of 1.0 m3 in cm 1:6?
I have certain queries, please help to solve. a) length of pile bore is 4m.excavation quantity will be area * length where area will be pi/4 * dia*dia. Is this right? b) It is a single reamed pile of 300m dia and reamed dia is 750mm. can any body help me to calculate excavated quantity of this bulb(reamed section),, concrete quantity in bulb with showing the formulas to be used?
how to take concrete quantity for precast segment for viaduct project?
What is the Maximum %age of Steel in columns and beams ?
how to caliculate required amount of cement and sand required for 1cu.m.
how can can column be corrected when the design is not safe ? is the increasing the clearcover a solution?
Normally in slabs, steel quantity is not added when you calculating concrete quantity for that slab, why it is not added ?
