Str 103 Details Of Lintel Beam 2 295o6i

SCHEDULE OF SLABS SLAB NOS.

TYPE OF SLAB

"WARE HOUSE" BOTTOM STEEL

THICKNESS OF SLAB

SHORT SPAN

EXTRA TOP STEEL AT L/4

LONG SPAN

SHORT SPAN

TYPE - C

LONG SPAN

1

SCHEDULE OF BEAMS

CONCRTE GRADE:-M25 EXTRA STEEL AT TOP OF COLUMNS SIZE OF BEAM B X D IN mm

BEAM NOS.

BOTTOM STEEL

CURTAILED STEEL

TOP STEEL

1 COLUMN NO

STIRRUPS

2

STEEL

COLUMN NO

STEEL

BAR OF DIA

0 TO 2d

REMARKS 2d TO CENTER

1 ELEVATIONAL DETAILS FOR LINTEL BEAM (VLB1)

SECTION 1 - 1

SECTION 2 - 2

2

2 ELEVATIONAL DETAILS FOR LINTEL BEAM (VLB27)

SECTION A - A

TYP. REINFORCEMENT DETAILS OF BEAM

ELEVATIONAL DETAILS FOR STUB COLUMN (STC)

WIND SPEED:- 44m/sec EARTQUAKE:- ZONE-III

CONCRETE GRADE - M25

REFERENCE IS CODES NOTES :

49 x DIA OF BAR

PROJECT

39 x DIA OF BAR

ARCHITECT = 50m.m. = 50m.m. = 40m.m.

4) ALL STEEL IS TOR STEEL OF GRADE Fe 500 N/mmSq.

= 25m.m.

TITLE JOB NO.

OF DRG. NO. DATE ISSUE

DRN.

DESIGN

= 25m.m.

5) S.B.C. OF SOIL ASSUMED IS 10 /25 / 50 T/Sq M.

= 40m.m.

6) COLUMNS AND FOOTINGS ARE DESIGNED FOR REFER KEY ELEVATION. 7) DESIGN OF CENTRING, SHUTTERING, AND CONCRETE MIX IS CONTRACTOR/CLIENTS/SITE RESPONSIBLITY.

= 25m.m. = 25m.m. = 25m.m. = 25m.m.

Sunil Mutalik & Associates STRUCTURAL CONSULTANTS

= 25m.m.

KEY ELEVATION

REVISION

10) WE WILL NOT BE RESPONSIBLE FOR ANY LEGAL OR APPROVAL REGARDING THE APPROVED ARCHITECTURAL PLAN.

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