Which of the following statements are true about constructors and methods? 1)A constructor has it's own name, a return type and is invoked using the new operator. 2)A function has it's own name, a return type and is invoked using the dot operator. 3)A constructor has the name of the class, no return type and is invoked using the new operator.4 18451
why we permissive overreach in distance protection.where it is applicable to use in long r short lines
I am preparing SAS Certified Advanced Programmer for SAS 9 in 2014. If anybody has the latest dumps for this exam, please mail me at email@example.com
what could be the RMS value and average value of a 4 phase sine wave?
is it possible to avoid special characteristic in infocube level permanently?
which connection is safer series or parallel?usually which connection we prefer at home?
why centrifugal pump used in I.D.fan and axial pump in F.D. fan
what is the difference in Gas Welding and Gas Cutting?? Second Question is for Huge Casting which method is used??
How do you reset the circuit breaker?
in my application,validation message has in japanise language.how to validate this message is appears properly or not
Can i please VHDL code for D-Latch with clear input ?? (HINT: Set up a “Process” with appropriate sensitivity list to get the desired D-Latch with Clr working.) Inputs and Outputs: entity Lab4b is Port ( Clr, Clk, D : in STD_LOGIC; Q : out STD_LOGIC); end Lab4b;
I am a post dip. in machine maintenance , 2004 passed out and i am persuing my graduateship in industrial engg. and i would like to know, whether i am applicable to do any certification cource . And i would like to know, whether i am eligiable to do ann master degree since i have working experience of more than 8 Years in Larsen & Toubro,
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 are the functions of marketing.
Design a reinforced concrete combined footing (rectangular) for two columns located 3.60 metres apart. The overall sizes of the columns are 40cm x 40cm and 69cm x 60cm and the loads on them are 1000 kn and 1500 kn respectively. The space available for the width of the footing is restricted to 180cm. The S.B.C. of the soil is 280 kn/mm2 use M15 concrete.
What are Assignment Operators?