why reinforcement is not provided at centre for beams r column
Answer Posted / koushik
Column is a compression member ,and this compression force
is distrubuted by concrete and steel.If ther is any
eccentric forces act then reinforcement at extreme fibres
will take care of those tensile stresses.so,there wont b
any tensile stress at centre of column so no need of
reinforcement at centre
Is This Answer Correct ? | 8 Yes | 6 No |
Post New Answer View All Answers
how to estimate costing from quantity givin in BOQ and according to this how we fill tender and final rate for perticular work.....?
Define What is diversion tunnel in a dam?
why is the column design?
reinforcement slab, beam and column formulas?
I have completed building maintenance course in mcvc stream .. can I apply for the post of " sthapstya abhiyantriki sahayyak"?
As per Kandal suggestions, we have implemented rolling starts on 140 (+/- 5) degrees and we kept 3 rollars to complete the rolling before falling 125 degrees and the Aggregate AIV is below 22. But When the DBM bed is being rolled 3rd high viabration, (Before 1 plain & low ,2 high Viabrations), the aggregate is getting sharp edge agg. projections are damaged. As the literature is said that, the VG-30 Grade having better control the temp. susceptibility than Penetration grade. if so we could not get this problem at site. But we are facing on site. let me know.
please what are the required bars for a beams of 6mx6m and 450x300mm, one is continuous and the the second is discontinuous ..Its a commercial building (church)
Suppose you planning to paint newly fabricated workshop building made of structural steel of 10 tons total mass. How many litters paint primer for 1 coat and 2 coat of top coat?
Explain how you can use different dimension tools in CAD? What are the different dimensions available?
how to preaper for interview wat they asked in interview give me idea
What is the difference between Rock And Murrum. How to claim that excavated material is not a murrum but rock.
If density of cement is 1500 Kg/m3, the how is specific gravity 3.15 ? (Density of water is 1000 Kg/m3)
what is w/c ratio in dry lean concrete for m10 mix design
What is the Tor steel Consumption for residential building G+24 footing (thum rule) ?
Does degree of bend of rebars has any effect on strength of the member? For example- if a beam is designed with 45 degree bent up bar with respect to architechtural needs and is not 45 in practical so will there be any reduction in the strength of member?