I HAVE APPLIED FOR 20TH UES ARMY. I WANTED TO KNOW WHEN WILL I RECEIVE CALL LETTER FOR THE SAME.953
How to evaluate the elastic modulus of soil from the plate load test result? for example ..one of test results are here Max. settement =4.56mm(at 900kPa) Residual settlement = 4.02mm Maximum pressure on soil 900kpa Soil bearing capacity 300kpa Plate diameter=300mm Thickness =25mm Soil description =Grey, clayey silty SAND with gravels and rock fragments1 7132
how to calculate the dome surface area2 6792
why crakes are developped in opening corners3 4533
how many no of light weight solid blocks of size 600x200x200mm required for 1cum of block work4 4909
WHAT IS THE % OF CONCRETE WASTAGES PERMITED IN A LARGE PROJECT ? AND WHICH IS CODE TO BE REFERED.
actually dia of the bar reduce asper drawing spacing also decrease that time so how to calculate the spacing of with respect to changed bar dia?
actually dia of the bar reduce asper drawing spacing also decrease that time so how to calculate the spacing of with respect to changed bar dia?4 6399
Lapping Work Explain Briefly2 4550
If in a structure, e.g, 20mm steel bar is not available and we use 16mm steel bar instead of 20mm bar, how can we calculate the no. of steel bars for 16mm diameter bar?5 19156
what is a well
what is the specific gravity of rubble in plum concert
strength of bitumen concrete with 80-100 & 60-70 grade bitumen
what is right & short method of measurement of slab&beam
what is civil enginnering & what you need of this course?
what is difference between GTS bench mark and temporary bench mark
1:4:8 pcc calculation 591 cu.ft
How much quantity of cement,sand,stone used to build 1 cum of cc road??
How to do rate analysis for concrete work including shuttering work?
How can i do RCC rate analysis?
What is difference between limit state and working stress method? How it is applies in building structure.
How many hours should traffic be not allowed after completing wbm road or bst.and min how many hours should road rollers be used.
Design a cantilever slab to carry a live load of 2000 N/m2. The overhang of the slab is 1.20m. b) A slab over a room is 4.75m x 4.75m. The edges of the slab are simply supported and the corners are not held down. The live load an the slab is 300 Kg/m2. The slab has a bearing of 15cm. On the supporting walls. Design the slab as per Rankine - Grashoff theory. Assume weight of R.C.C. = 2400 Kg/m2.
what is the construction cost for per cft of multistorryed building in kolkata?
how do you calculate the length of "L" of main & distribution bar for reinforcing of raft footing