Question Set

1. 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





Ask Your Doubts Here

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

Comments

Show Similar Question And Answers
QA->RIB എന്നതിന്റെ പൂർണരൂപമെന്ത് ?....
QA->In which temple Sree Narayana Guru Installed a slab as idol with the words, “Sathyam’ (Truth), Dharmam (Ethics), Daya (Compassion), Sneham (love)”?....
QA->When the distance between two bodies increases, the force between them will?....
QA->A major belt of asteroids is located between Mars and Jupiter. What is the approximate average distance between the Sun and this major asteroid belt?....
QA->Which of the following is used for lifting water from 8-10 m depth ?....
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->If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, is....
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->The effective width of a reinforced concrete T beam flange under compression, according to IS : 456-1978, given I0 is the distance between the adjacent zero moment points, b is the breadth of the rib and D is the thickness of the flange, is....
MCQ->In a pre-stressed concrete beam of span 6 m and section 300 mm x 500 mm,the pre-stressing tendons are located along the longitudinal centroidal axis,with an effective pres-stressing force of 900kN.If the beam is subjected to a uniformly distributed load of 15 kN/m including the self weight of the beam,the top and bottom extreme fibre stresses in concrete at the mid span section are respectively....
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