the 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?
how much lap we should provide in columns for Fe-500?
i have applied 40mm spacer in the concrete for tie beam. is it correct? kindly give me if there any code available
how calculate the ms beam weight?Please give me formula details?
Where on net can i find IS Codes?
different types of footing. and difference between footing and foundation
Define What is rigging?
pls tell me about method of cutting length of ties column
you are a civil engineering student so what you have done to improve your knowdge
what is the density of Coarse Aggregate in 1 cu m of Concrete?
What is the calculation for finding cement and sand for 10' * 12' area ratio 1:6 thickness 12 mm
How many types of rcc slab
how to calculate dry density of cement,sand for mortar of brick masonry
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