What are Frame shift mutations?4 7500
For which purpose Immunoblotting technique is used?2 8249
What is the basic difference between quantitative and quantal assays?1 10248
how do mutations occur?22 15861
Is there a separate QVCS API library available for embedding version control into a non-QVCS application?
What is the difference between Struts and JSF? Pls list some most suitable differences.
What is a traditional Network Library for SQL Servers?
We have given to 3phase supply to ups system & how can coming netural
For small size, high frequency coils, the most common core material is- a. )Air b. )Ferrite c.) Powdered ion d.) Steel
How to place a bitmap in a Metafile?
HI Friends I m new dev(forms & report). can anyone tell me how we upload a document on form 11g.??
why equlirium conatant of water have 14 value
what is the material of radiator sleeves or mesh?
WHAT SHOULD BE THE BEST CURRENT RATINGS (PRIMARY / SECONDARY)FOR A CT INSTALLED AT THE INCOMING 11KV PANE? WILL IT BE CALCULATED ON THE BASES OF MAXIMUM DEMANT VALUE OR ON SUM OF ALL TRANSFORMER'S KVA? NOMALLY MAX DEMAND REPRESENT THE MAXIMUM OPERATING LOAD OF THE PLANT AND TOTAL KVA OF (SAY 5 NUMBERS TRANSFORMERS) REPRESENT THE CONNECTED LOAD. WHICH i.e. MAX DEMAND KVA OR CONNECTED KVA ARE BETTER TO USE FOR CT CURRENT CALCULATION? PLEASE ANSWER.
how to make and display a form without title bar?
How can we connect defect report from testlab&testplan tabs?
Hii can you help me step by step procedure for transfering data in textfields into sql database .mdf(also help me how to create database .mdf file) file after creating submit button in asp.net/ c#?????
how to calibrate hplc & gc
A 16 pile group, consisting of diameter concrete piles, were cast in situ in a clayey soil whose unconfined compressive strength is 1100 psf. Each pile is 60 ft long and the pile spacing is 2.5 times the pile diameter.The water table is at the ground surface and saturated unit weight of the clay is 118 lb/cu.ft. using a factor of safety 3 and a reduction factor =0.45, compute the allowable capacity of the piles acting as individuals