Question Set

1. A welded steel plate girder consisting of two flange plates of 350 mm x 16 mm and a web plate of 1000 mm x 6 mm, requires





Ask Your Doubts Here

Type in
(Press Ctrl+g to toggle between English and the chosen language)

Comments

Show Similar Question And Answers
QA->There are two divisions A and B of a class, consisting of 36 and 44 students respectively. If the average weight of divisions A is 40 kg and that of division b is 35 kg. What is the average weight of the whole class?....
QA->A _____ is a computer attached to the internet that runs a special web server software and can send web pages out to the other computer over the internet.....
QA->An IT term refers to allowing someone to open web pages and see web sites on the internet.....
QA->Which of the following identifies a specific web page and its computer on the web?....
QA->Which of the following identifies a specific web page and its computer on the Web ?....
MCQ->A welded steel plate girder consisting of two flange plates of 350 mm x 16 mm and a web plate of 1000 mm x 6 mm, requires....
MCQ->Gross flange area for a riveted plate girder is to be designed considering net area as 80% of its gross area. Consider width of the flange as 500 mm while web plate as 1000 mm x 12 mm. The girder is to resist a maxi-mum BM of 4500 kNm. Maximum allowable bending stress in tension is 150 MPa. Gross flange area is....
MCQ->Consider the following statements in respect of plate girders : 1. A large number of cover plates are provided over flange angles so that curtailed flanges match the bending moment diagram exactly. 2. At least one cover plate should extend over the entire span so that rain water may not enter and corrode the connections. 3. A minimum of one-third of flange area should be provided in flange angles and balance in flange cover plates for stability. Which of the statements given above are correct ?....
MCQ->The following quantities refer to a channel section used as a beam : b = width of flange (upto centre of web thickness). h = depth of web (c/c of flange thickness). t = thickness of flange and web. I = moment of inertia of channel about xx axis. e = distance of shear centre, outside the channel from the mid thickness of the web. The value of 'e' is given by....
MCQ->When the depth of a plate girder is at least n times the depth of vertical leg of the flange angles, the girder is known as deep plate girder, if n is....
Terms And Service:We do not guarantee the accuracy of available data ..We Provide Information On Public Data.. Please consult an expert before using this data for commercial or personal use | Powered By:Omega Web Solutions
© 2002-2017 Omega Education PVT LTD...Privacy | Terms And Conditions
Question ANSWER With Solution