Interested to Buy Any Domain ? << Click Here >> for more details...
how much extra rod length should be provided for beam
- 1 Answers
- 12945 Views
- I also Faced
- E-Mail Answers
Answer Posted / udhaykumar
Extra rod should be provided for beam in two section
(i.e) compression zone & Tension zone.*It depending on the size of beam*.
In compression zone , the extra rod should be provided on compression zone of the beam and extent up to one-third of beam's clear span both side of support....
In tension Zone, provide extra bottom bar in the middle of beam's bottom portion.
| Is This Answer Correct ? | 15 Yes | 4 No |
Post New Answer View All Answers
How much cement and sand are required for 1 square feet of plaster at a thickness of 15 mm at a ratio of 1:4?
please what is the number of bars required for a column of 6mx6m and 450mmx300mm,its a commercial building (Church)
I want some common questions which have been asked in interviews of NTPC Limited,Satluj Jal Vidyut Nigam Ltd.,and Bharat Heavy Electricals Ltd.
what is the formula to find the diagonal shape stirrups?
what isload waring calculation
what is E
How foundation is designed, Column design and beam design
Define What is the tensile strength of wood?
I would like to get the formula How can i calculate the productivity of a mason in terms of brick laying and plaster. i have 6000 Sqmt of interlock laying work i want to calculate - how many masons required to do the job - in how many days can it be done - what will be the production rate in 8 hours shift/ per mason if i can get some excell sheet , it will really help me in my calculations
what is mail role & relationship between senior Civil engineer to consultants , Construction manager ,project manager, project engineer ,Technical engineer & qa/qc engineer ? what is the responsibilites of Senior Civil Engineer?
Who designed the city of washington dc?
how to calculate total cost for slab 35'×8'
how to take concrete quantity for precast segment for viaduct project?
I what know about life time of frp tank plz explain about it specifications & other details
what pressure the NP2 class RCC pipe can sustain?
