minor loss due to sudden contraction 1>flow contraction 2>Expanssion of flow after sudden contraction 3>cavitation 4>boundry friction1 1847
the bubble tube parallel to the telescope of theodolite should be more sensitive since it controls a. vertical axis b. horizontal axis c. axis of bubble tube d. none of this3 5539
if dia of capillary tube is doubled the capillary rise will unaffected doubled halved none1 1968
nitrates more than 45 mg/l in water lead to disease called gastroenterities motteled teeth polio none1 3196
cross hairs in surveying telescope are fitted in the objective lense at the center of the telescope at the optical centre of eyepiece in front of the eyepiece2 4034
shearing strength of cohesionless soil depends upon dry density rate of loading confining pressure all above1 3467
undisturb samples are obtained by direct excavation thin walled sampler thick walled sampler none of this1 1818
relation bet Coefficient consolidation Cv, time factor Tv, drainage path d, & time t is Cv=d2Tv/t Cv=d2t/Tv Cv=tTv/d2 Cv=Tv/td2
the distrubution system in water supplies is designed on the basis of avg daily demand peak hourly demand coincident of draft greater of B & C921
the diff bet face left & face right observation of theodolite is 3' the error is 45'' 1'30'' 3' 0'1 4040
quick sand is a type of sand flow condition occuring in cohesive soil flow condition occuring in cohessionless soil all above1 1966
primary treatment of sewagw consist of removal of floating materials removal of sand & grit removal of organic materials all above846
in levelling operation the first site on any change point is back site the second site on any change point is fore site the line commenses with fore sight & closes with backsight the line comensses with back sight & closes with fore sigh860
I need model question papers for writing the Dubai municipality exam,for G+1
how to calculate the material from ratio of work PCC, RRM,POINTING, RCC
Soil bearing capacity formula
what are the duties of Site Engineer in work site?
How about the temperature of grade 35A concrete? Does it depend on the ambient temperature?
I need to constructive work in amaraj batteries
what is zone a n zone b?why the spacing of ring in zone a less.n zone b high?
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.
what is the procedure involved in preparing mix design of m15 grade as per IS-10262-1982
Normally in slabs, steel quantity is not added when you calculating concrete quantity for that slab, why it is not added ?
Why the finite element method is lower bound solution?
What sizes of stones chips are used for foundation, column and floor casting. Please answer in detail.
What is the density of 1:1.5 (Cement:sand) ratio in plaster? And Conversion in 12.5 mm thickness per square meter? Howmany Kg of Cement square meter in ratio of 1:1.5?
how we calculate the vol.of wet concrete..?
Pls provide me with the calculation or codes related to de- shuttering of flat slabs