Answer Posted / ravitej11
Chicken wire mesh is formed by twisting two adjacent wires at least four times, forming a strong honeycomb mesh structure. So, it has a high strength and durability. Even if a place is cut off, it will not lead to the entire chicken mesh structure destroyed. When using for plastering, plaster layer and the reinforcing metal layer have different thermal expansion coefficient. Therefore, subject to extreme changes in temperature, chicken wire (durable twisted woven mesh - no rigid mesh) is more acceptable for plastering than welded wire mesh or expanded metal. Using it when plastering effectively prevents plaster layer drying out and cracking.
| Is This Answer Correct ? | 1 Yes | 0 No |
Post New Answer View All Answers
what is the types of door's wood?
Mention different types of roof systems?
What is passive earth pressure ?
There are two buildings one taller and one shorter whose time period will be grater and similarly the frequency ?
I have a slab of 20cm thickness of 20m by 4m in wich we are installing 15 tons electric panels , and we have put 4 H-shaped columns under the slab but we have done many cores in the slab which seems very normal , can you help me by telling me how to calculate the bearing capacity of the slab or give me an idea if i should increase more columns Note: load distribution area 12*1.5 m2
What is labor and material payment bond?
Pls help me to arrive the rates for centering shuttering for highbay using H-frames?
minimum number of bars in a beam? minimum and maximum column size and beam size ? minimum and maximum aggregate size used in multistorey residential building for columns,beams,slabs?
How to calculate construction cost of residential building in mumbai
what is features of a typ-ical modern air-conditioning installation?
What is alternate bid?
in block masonry l=10',b=0.5',H=10',Calculate cement ,sand and no.Of blocks?
what is cement wastage percentage in NHAI ROAD WORKS
what should be RCC material i.e iron rod(mm)x cement x stone x sand for laying of slab L 42'x B 22'x tk 0.375ft = 1nos & column of H 17'x15"x8" 2nos.
can we find any technical issue if we are gong to change the dimensions of steel beams from one type to another type IE if there are any equievelant data base to find solution for problem of changeing sectios of beam from one type to another with the same cross sectional area.
