TO BUY ALL TYPES OF SLABS SHEET
[ Ссылка ]

Two Way Continuous Slab with Different Edges Conditions As per Table 26, IS 456:2000.
This Sheet will provide:
# Overall thickness required for Two Way Continuous Slab as per IS Code.
# Calculation of positive Moment along x and y direction.
# Calculation of Negative support Moment over continuous edge along x and y direction.
# Different End Conditions ( All 9 types Edge conditions )
# Torsion Reinforcement on the Corner Edges and over Continuous Edges.
# Deflection Check.

Full Course includes all sheets as under:
IN FOOTING DESIGN SHEETS
1. Isolated square footing
2. Isolated rectangular footing
3. Combined rectangular footing
4. Trapezoidal footing design
5. Strap beam footing design
6. Footing with uniaxial bending
7. Footing with biaxial bending
8. Pile foundation
9. Pile cap design 3 & 4 piles
10. Wall footing/ Strap footing
11. Raft Foundation Beam and Slab Type

IN BEAM DESIGN SHEETS
1. Singly reinforced beam design sheet
2. Doubly reinforced beam design
3. Continuous beams design with point load having
2-span continuous beam
3-span continuous beam
4-span continuous beam
5- span continuous beam

IN COLUMN DESIGN SHEETS
1. Axially loaded column design
(a). When column size is known.
(b). When column size is not known.
2. Column with axial load with uniaxial moment on 2 sides and 4 sides reinforcement
3. Column with axial load with biaxial moment
4. Mux and Muy Calculation sheet.

IN SLAB DESIGN SHEETS
1. Cantilever slab design sheet.
2. Simply supported slab design sheet.
3. One way Continuous slab design sheet.
4. Two way Continuous Slab design sheet.
5. Two way simply supported slab design sheet.

IN STAIRCASE DESIGN SHEETS.
1. Dog legged staircase design.
2. Open well staircase design.

IN WALL DESIGN SHEET
1. RC WALL DESIGN SHEET.
2. RETAINING WALL DESIGN SHEET.
3. BASEMENT RETAINING WALL DESIGN SHEET.

***Building load calculation sheet

IN RCC WATER TANK DESIGN SHEETS.

1. RCC WATER TANK RESTING ON GROUND L/B less than 2.
2. RCC WATER TANK RESTING ON GROUND L/B gretor than 2.
3. UNDER GROUND WATER TANK DESIGN (COND. TANK IS EMPTY AND OUTSIDE SOIL IS SATURATED).
4. UNDERGROUND WATER TANK ( TANK IS FULL AND NO OUTSIDE SOIL PRESSURE).
5. UNDER GROUND CIRCULAR WATER TANK.

свернуть