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I am practising engineer. I am searching for tutorial of RCC T Girder design Example in staad pro.Do anybody has this?please help
sir tell me the formula for calculating the volume of 380mm dia double under reamed pile of 4.0 mts depth.
can you mail me detailed procedure,entire syllabus and practice papers of mpsc civil engineering branch.I am in third year now
How many mortar required for Brickwork of 1 Cu.m works??
How can you distinguish between sorption, absorption and adsorption?
How to calculate(Thumb rule) the consumption of steel per cubic meter for different concrete members.
How to calculate the area of a irregular sized land in square feet?and what will be the total area of this land South-51.1ft , North-47.7ft , East-53.3ft , West-54ft ?please explain me how to calculate?
what is the dimensions of river sand truck trailer or trolly ?
List out some of the software program that can be useful for architect?
how to convert sand in Cft to Kgs
what is constat for brickwork
The building has 12 columns of 12x9 in 3 rows of 4 each in a plot of 50'x30', The central row is strengthened with 16mm twisted rods. The roof area is 1500 sft including balconies. calculate the load factor per sft. Also indicate the number of roofs the building can withstand.
why +1 to be followed for calculating the no of bars in BBS. Please explain
for pretensioning which will yield first and same for post tensioning?
In foundation design, while we do the base pressure check, we normally check if the attained pressure value is less than the GROSS BEARING CAPACITY of the soil which is the sum of net bearing capacity of soil and the overburden pressure. Actually, the overburden pressure acts against the net bearing capacity of the soil and I feel that we are actually increasing the bearing capacity value and doing the check. I feel that this is NOT right. Please clarify on this.
