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Very nice correct.thank you for your comment

Thank you for your comment 😊. SA finish pannitu apram Rcc start panraa nanbhaa.i will try to start next week.

@@civilwings2767 ok sir🙂

Sure.Thank you for your comment.

Thank you for your comment.sure.

Thank you 😊

Sure.Thank you for your comment.

Yes.Thank for yr comment.

Thank you for your comment. No it's correct 80kmph for SSD is approx 120 to 125m.

Thank you for your support ☺️

Thanks and welcome

Thank you for your comment.😊

Ok sure.i will try 😊

No No. It's generally 4.54kg So 4.6 kg nanbhaa

Ok nanbha.After completion of Soil we will make discussion.Thank you for your comment.

Thank you for your comment.i will try 😊

Ok nanbha. Thank you 👍

THANK YOU 👍

Please contact telegram group.

@civilwings2767 sir athula msg Panna mudiyala sir

Ok.Please provide ur mail id I will contact you.

@@civilwings2767 sir mail id comment Panna delete aguthu sir

Please contact this mail our team will be respond u nanbha.

All the very best 👍

Mam. Application date closed.

Sure nanbha.Soil continuation will be started today onwards. Thank you for your support ☺️

Thank you brother 😌

It's very useful for TRB.Please follow and share.

Sure nanba😊

Dear friends, Syllabus is common for all exam and different is level of questions. Will try if required JDO also. Thank you for your comment 😊.

Thank you for your support ☺️

Sure.

Please check out telegram group.

Good. Thank you for your comment ☺️

Ok.Thank u for ur comment.

Thank you 🙏

Ok Nanbha.Sure will do it. But it's short duration for me.ok I will try.

Dear Aspirations, Try last 10 questions and comment the answers in comment section.

Ok nanba ,thank you​@@civilwings2767

Jdo challenge questions in Civil engineering (09.11.2024) Que no 19- All the given four answer options are wrong Correct answer is The differential equation for the deflection is EI.y Que no 37- All the given four answer options are wrong Correct answer is Ruling gradient in plains is 1 in 30 (3.3%) Que no 83- for lintels it is 60° option C is correct Que no 90- All the given four answer options are wrong Correct answer is Program for Enhancement of Emergency response (PEER) Que no 126 - irregular is wrong Correct answer is Option C Angular( for high strength concrete angular shape of aggregate is used) Que no 133- clear span is wrong Correct answer is option B Clear total span ( the clear distance between the End support of the bridge is clear total span) The clear span is defined as the Clear distance between the adjacent supports of bridge. Que no 146- Question not clearly asked continuity equation Answer Options A and C both are correct Option A is for liquids(incompressible) a1v1=a2v2 And option C is for fluids( compressible) P1a1v1=P2a2v2 Que no 176 Question not mentioned clearly Traditional brick size Both Options A and B are correct Option A is without mortar brick size And Option B is with mortar size Que no 182 Options B and C Both are correct In combined footings width is restricted We can generally adopt Both Rectangular and Trapezoidal shapes of footing Que no 187 Options C and D is almost same 75 to 150 and 100 to 150 The value 100 is between 75 to 150 So the slump value for column and retaining walls is both C and D options are correct Que no 193 theatre is wrong Option B Warehouse is correct Fire resistant construction gives more important to Warehouse only Not for theatres Que no 198 Options B, C, D the three options are correct The core objective of optimization in site utilisation of facility layout planning is all these three To save cost, To minimise the travel distance, to reduce material quantity Que no 49 Correct answer is Options B and D are correct Decrease the viscosity of a liquid Increase the viscosity of a gas Que no 107 Area of the section is wrong Options C and D both are correct Section modulus of a rectangular section is proportional to the product of the area and depth And product of the area and width Que no 103. Options B and D both are correct Bd^2/6 and Db^2/6 Que no 87 High voids ratio in concrete is the result of Options A and B both are correct A) Poor workability of concrete And B) Large void ratio in coarse aggregate

Question number 188 in paper II Deflection value is span/350 or 20mm which is less. Span/350 only initial level consider.

Thank you for ur comment. I will share.Please check our telegram grp Nanbha.

Thank you ☺️

Thank you for your comment. All the very best. 😊

Thank you 😊

Thank you. 😊

Sure. Thank you for your comment 🙂.

sure. Thank you for your comment.

Thank you🙏

Thank you 👍

Thank you for your comments. like this questions they will ask clearly.

As per iti book. A0, A1 left margin 20mm A2,A3,A4,A5 left margin 10mm

S it's correct. generally nothing is mentioned in this question use max Border

@@civilwings2767 sir, each unit Kum most expected question 50 to 100 question podunga sir self prepration students ku useful aah irrukkum

Thank you for your comment. Ok Dear.sure.