BEAM RESULTS

File: c:\slabs\data\test99.dat, 14/04/1999, 10:40

Beam No. 4

Load Combination No. 1 = 1.25*LC 1 + 1.50*LC 2

LC 1 ( Superimposed Dead Load )

LC 2 ( Live Load Pattern No 1. )

Section (B x D): 300 x 400 mm

Point   x [m]    M [kNm]      S [kN]   T [kNm]  Ab [mm^2]  At [mm^2]

1       0.00      -95.83      99.90      -3.50        0      883

2       0.83      -11.31      76.01      -3.74        0      378

3       1.65       35.12      36.93      -3.25      378        0

4       2.48       54.31      14.84      -1.37      488        0

5       3.30       61.18      -3.51       0.43      552        0

6       3.78       55.43     -13.94       1.67      498        0

7       4.25       49.70     -18.24       2.65      445        0

8       4.73       34.85     -35.59       3.41      378        0

9       5.20        9.17     -47.61       3.76      378        0

max M:  3.30      61.18                            552        0

min M:  0.00     -95.83                              0      883

max S:  0.00                 99.90

max T:  5.20                             3.76

M-Bending Moment, S-Shear Force, T-Torsion

Ab-reinforcement at the bottom of the section

At-reinforcement at the top of the section

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