Peb Loading.xlsx

Loading Considerations Sr No

Description

1

Design Code

2

Minimum Thickness of primary member

3

Minimum Thickness of secondory member

4

Dead Load -

5

Live load

6

Wind Speed

7

Seismic loads

8

Grade of Base Concrete

9

Additional Loads on Roof Sheets

10

Additional co-lateral load on roof due to suspend service lines to be suspended from the Purlines at any point

11

Additional co-lateral load on roof due to suspend service lines to be suspended from the rafters (excluding above load on purlin) at any point

12

Suspended gird

13

EOT

14

Assumed data for Crane

15

Open condition

16

Brackets & beam (Cable tray Support) along central & peripheral column

17

Approximate Length Supporting Structure

18

Bracktes on Column (450mm) Projected to Support the Fire Hydrant -- load of 250NB water pipe

19

load of Bus Bar with tray Arrangement

20

Rain fall intensity for Gutter calculations

21

load on mezzanine

22 23 24

of

Cable

Chimeny Exhaust FO & Support from Foundry & machine shop Future Expansion Design Approval

Tray

Loading Considerations Descritpion IS 800 :2007 or As per latest ( PEB to Quote to options with & without Chapetr 12)

5 mm 2 mm ( Any purline should not be designed as tie member to structure) Self weight As per design As per IS As per IS M20 Solar panel (25 KG/SQM)

45 Kg/Sqm

300 Kg/Rmt

i. The Supendors required to be taken from Rafters in machine shop mezzanine ( canteen Area) J-K- 6- 10 ii. The load on Strutre shoulde be 30Kg /sqm iii. In addition to point "ii" above Also load on this structure should be Suitable for men movement iv. Holes & necesary stiffeners in rafter for supendors required to provide in this phase only

Yes in Foundry Shop 3 MT cpoapcity EOT in central bay Electromech i.PEB vendor required to Design for critical condition ii. Note that 15 % of area may be remain open in any time

i.. 900 mm extent on both sides with load carrying capacity of 180 KG / rmt each side ii. This should not be designed as a tie member to structure as mentioned in repsective shop specs i. Projected to Support the Fire Hydrant -- load of 250NB water pipe ii. This should not be designed as a tie member to structure

150mm/hr 1. All mezzanines shall be Desinged for LL of 750 kg/ Sqm 2. The concrete thickness above crest of deck will be 150mm 3. peripheral brickworks of 230mm thivk upto heigth of 4m on mezaanine beams 4. internal walls will be shwon in Approval drawings 5. There will be sunk of 250mm filled with brick bats in mezzanine having canteen ( Approx area = 225mm)

NA from IIT is in scope of PEB vendor