what is diffence in grade 43 & 53 of cement?
Answer Posted / mike
43 and 53 denote the compressive strength of cement after 28 days in mega pascals(mpa). 53 grade cement is used where early strength is required as in RCC structures, mortars grouts etc. whereas 43 grade is required where early strength is not the criteria as in plastering, brick work, pathways etc. Also 53 grade due to high heat of hydration requires more curing than 43 grade cement.
Is This Answer Correct ? | 2 Yes | 1 No |
Post New Answer View All Answers
how do we design mix ratio?
what is conventional shuttering rate per square feet of built up area? what is Mivan shuttering rate per square feet of built up area? what is coupler shuttering rate per square feet of built up area?
Requirement of cement, and steel 1:2:4 ratio concrete in 1128 Sqft area(Cement No of bags, steel in Kgs)
03. a. The water cement ratio for achieving maximum strength of concrete is…… 1 b. Water/ cement is inversely proportional to-------------- 1 c. Increasing the slump decreases the strength: True / false 1
how to diffenentiate the fixed beam and simply supported beam in the execution while reading the drawing and how the reinforcement detail will be differ for the above.
what is modular brick and it size
What is the zero value in quantity surveying
How to plan a project
if the nitrates more than 45mg/l in water lead to disease then what is it called
What are moment of inertia and its importance in civil engineering?
How many axes do cartesian coordinate system has?
Can any body help me out by telling hoe swelling pressure test of soil is carried out ? some body told me the procedure & formula (change in length /116.3*100%) but still i am confused ? pls help.
Please tell me the quantity of cement, sand, flyash, foaming agent required for 1 cubic meter of cellular lightweight concrete blocks. also , is there any admixtures required for the CLC blocks production.
beam length 73 feet 4 inch,width 01 feet,height 50 inch so every beam load how much? and what quantity of M.S ROD? both side ony two column in middle no column.pls inform me that this is stable or not ? and how much risk of this beam?
The foundations are placed below ground level, to increase?