Answer Posted / anish

Bending moment of shorter span is smaller then the longer span...The reinforcement is provided based on bending moment.....If we provide main rod at longer span we need to provide more reinforcement ,when we compare to the shorter span.....so we provide reinforcement at shorter span as main rod...........I think so............

explain the advantages of total stasion

2184

---

I Want To Know Quantity of Cement Conc. & Sand in Column of 9"x9"x10'

2509

---

what is tension column?

1988

---

How much qty of stone ; sand; cement in R/R stone masonry of 136 CUM

1959

---

In which code the the maximum height of concrete casting has been explained

2868

---

what is the exact dia of 8swg and 10swg gabion wire

2326

---

Is it worthwhile to carry out tests on particle density of soil particles for geotechnical design?

1130

---

Why is the use of granular sub-base in concrete carriageways not preferred, explain?

1262

---

What tor stands for in tor steel?

1082

---

the magnitude of the buoyant force can be determine by newtons law of viscosity archimidies principal principles of momemnt none

2179

---

How much quantity of rod binding work by a rod binder per day

1502

---

cause of cylinder test failure

3308

---

What are the skills required to become an architect?

1065

---

For Wet Mix Mecadam design what is Optimum moisture content

2053

---

how to compute slab reinforcements on step by step procedures??

5765

---