what is the basic difference between a singly reinforce
section & a doubly reinforce section?
Answer Posted / b.murali krishan
Singly reinforced section the reinforcement is provided to
care tension in the bottom of beam further singly reinforced
members or beam are classified as underreinforced
section,balaced section and overreinforced section.If the
moment of resistance of the section is equal to the bending
moment than it a balaced section,moment of resistance of the
section is more than that of bending moment than it a
overreinforced section and If the moment of resistance of
the section is less then the bending moment than it a
underreinforced section.Doubly reinforced section is to be
designed to restrict the depth of beam(section) in case of
head room condition or if the bending moment is more than
25% of moment of resistance of the section doubly reinforced
section is to designed. in doubly reinforced beam or section
the reinforcement is to be provided both in compression and
tension zones.
Is This Answer Correct ? | 81 Yes | 12 No |
Post New Answer View All Answers
225 mm thick RCC slab, how many ton load slab can carry? for example if 33 ton truck loaded with soil, truck having 6 wheels. slab can take load or not? grade of concrete is M35 and slab design Fe500, slab desing one way slab.
manhole height is 1500 mm and width of brickwork is 230 mm dia of manhole covering is 560 mm brick masonry 1:4 horizontal length is 1500 mm and plaster 12 mm thick on both side 1:3. how to estimate the quantity of brickwork with mortar cement and sand for manhole chamber.
Could you please give me an answer to the mixing proportion of concrete M1 grade (sterngth of 1 MPa)?
what is the service corridor?
types of laps in column
Define mirror?
Why do you want to work here
How to avoid fly ash seed ball formations in the concrete mixer while mixing of raw materials for fly ash block manufacturing?
What is the difference between tor steel and tmt steel?
Design a shear wall of length 4.20 m and thickness of 250mm subjected to the following forces.Assume Fck = 25Mpa and Fy = 415Mpa and the wall is a high wall with central part 3440mm x 250mm and two 380mm x 760mm strong bands at each end with following loading. S.No. Loading Axial force Moment Shear 1 DL+LL 1950 600 20 2 Seismic load 250 4800 700
Suggest how many column, beem, etc required for 30 mtrs x 21 mtrs width x 8mtrs height for industrial shed of ground floor. I want to know the quantity of tmt steel consumption and Concrete consumption for budgeting
We are into industrial flooring (epoxy flooring) business. We buy material from manufacturers.We supply and laying the to companies. In our billing what tax/ taxes to be claimed from companies? Are we applicable for only WCT or any else?
Did any of the egyptian pyramids ever fall down?
how to find hardness of water?why it should be determined?
The foundations are placed below ground level, to increase?