1. The width of the flange of a T-beam should be less than





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QA->In Kiran’s opinion, his weight is greater than 65 kg but less than 72 kg. His brother does not agree with Kiran and he thinks that Kiran’s weight is greater than 60 kg but less than 70 kg. His mother’s view is that his weight cannot be greater than 68 kg. If all are them are correct in their estimation, what is the average of different probable weights of Kiran?....
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QA->At his usual rowing rate, Ram can travel 12 miles downstream in a certain river in 6 hrs less than it takes him to travel the same distance upstream. But if he could double his usual rowing rate for this 24 mile round trip, the downstream 12 miles would then take only one hour less than the upstream 12 miles. What is the speed of the current in miles per hour?....
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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->A T-beam roof section has the following particulars : Thickness of slab 100 mm Width of rib 300 mm Depth of beam 500 mm Centre to centre distance of beams 3.0 m Effective span of beams 6.0 m Distance between points of contraflexure is 3.60 m. The effective width of flange of the beam is....
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->The rectangular beam 'A' has length l, width b and depth d. Another beam 'B' has the same length and depth but width is double that of 'A'. The elastic strength of beam 'B' will be __________ as compared to beam A.....
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