RCC colums of 15"X9" each, roof height 10.5'ft, total pillars 12 nons. Span between pillar to pillar is 14/20/20 length wise and 17/14 width wise. Total Slab area 2400 sft and plinth area is 1900 sft. beams are 12"X12". kindly calculate load factor per sqft.

2 Answers   ABS Construction, L&T,

---

can i place column steel lapping in floor beam? my lapping is 24 inches in floor beam and 24 inches on floor beam

1 Answers  

---

How do you finishing structure....any one structure ....

0 Answers   L&T,

---

What is gravity flow?

0 Answers  

---

how to caluclate sienerge qty in construction in ap

0 Answers   NTPC,

---

---

what do you know lean concrete

1 Answers   Adarsh Group,

---

What is the difference between Fe 500, Fe 500 D and Fe 515.

0 Answers   Pioneer,

---

WHY DO WE PROVIDE DEVELOPEMENT LENGTH AND EXTRA BARS AT TOP

2 Answers   Simplex,

---

what is water cement ratio m10,m15,m20,m25,m30,m35,m40

1 Answers   Quaid-e-Azam International Hospital,

---

Deshuttering time for slab 6.15 meter

2 Answers  

---

hai,i completed my b.tech civil.Recently i wrote the appsc exam for managers water supply engg.I want answers for general studies and civil engg paper2.If any body know or written that exam send to my mail id is ruksana.sk08@gmail.com.

3 Answers   APPSC,

---

What do you mean by bond? What are the different types of bonds?

0 Answers  

---