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Reinforced concrete

L01 Free

Self-weight and load take-off

Calculate element self-weights for a load schedule, by element and in total, with every unit shown.

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B01 Free

BS 8110 — one-way solid slab

Flexural design of a one-way slab strip with minimum/maximum steel, span/depth and bar spacing checks.

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B02 Free

BS 8110 — rectangular beam

Rectangular beam flexure including compression steel, span/depth with modification factors and bar spacing.

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B03 Free

BS 8110 — flanged (T/L) beam

Flanged beam in sagging: effective flange width, neutral axis in flange or web (3.4.4.5), span/depth.

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B04 Free

BS 8110 — beam shear (links)

Shear stress, concrete resistance vc (Table 3.8) and vertical link requirement (Table 3.7).

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B05 Free

BS 8110 — short column (N + M)

Symmetrically reinforced rectangular short column under axial load and uniaxial moment, by strain compatibility.

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B06 Free

BS 8110 — punching shear (slab–column)

Punching shear at internal, edge and corner columns: face stress, critical perimeters and shear reinforcement (3.7.6–3.7.7).

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B07 Free

BS 8110-2 — crack width in flexure

Cracked-section service stresses and design crack width with tension stiffening (BS 8110-2 3.8.3).

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B08 Free

BS 8110 — pad foundation

Isolated pad: bearing pressure, bending in two directions, beam shear and punching (3.11).

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B09 Free

BS 8110 — continuous beam (Table 3.5)

Uniformly loaded continuous rectangular, T or L beam: moments and shears from Table 3.5 coefficients, flexure at end span, first support, interior span and interior support, span/d and links.

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B10 Free

BS 8110 — continuous one-way slab (Table 3.12)

Continuous one-way solid slab with simply supported or continuous end: Table 3.12 moments and shears, steel at each location, span/d, shear and bar spacing.

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B11 Free

BS 8110 — stair flight and landings

Single flight spanning between landings: inclined self-weight, 15% span/d increase (3.10.2.2), maximum moment at zero shear, steel, deflection and shear.

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B12 Free

BS 8110 — slender and biaxial column

Rectangular column: effective lengths (Tables 3.19–3.20), additional moments with K iteration (3.8.3), biaxial enhancement (3.8.4.5) and steel by strain compatibility.

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B13 Free

BS 8110 — two-way slab (Tables 3.13–3.15)

Rectangular panel spanning two ways: restrained (Table 3.14) or simply supported (Table 3.13) moments, steel each way and over continuous edges, span/d, Table 3.15 support shears and corner torsion steel.

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B14 Free

BS 8110 — pile cap (2, 4, 5 or 6 piles)

Pile reactions with moments, bending at the column faces, beam shear with 2d/av enhancement within 3Ø strips, and punching (3.11.4).

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