3 SPAN BEAM
3
07/31/2022 THREE SPAN BEAM - SIMPLE Job No. Beam P1 P2 w1 w2 w3 FLAG 17 Beam 360UB51 A B C D k1 1.00 SPAN 1 SPAN 2 SPAN 3 k2 0.18 x 2.00 Length 17.0 17.0 3.0 m 1.00 y 1.18 base span 1.00 H 0.59 Loads load (kPa) (kN/m) load width (m) 6 LL 0.18 1.05 DL 0.12 0.72 Self wt 0.50 Beam (kg/m) 51.0 Total 2.27 I (mm4) 1.42E+08 E = 2.00E+05 N/mm2 UDL w 2.27 2.27 2.27 kN/m Point P 0 0 0 kN (central) Bending Mmts kNm 0.0 45.9 -72.2 26.2 -39.4 -17.2 0.0 Reactions kN 15.1 44.8 33.9 -9.7 Shear Forces kN -15.1 23.5 -21.2 17.4 -16.5 -9.7 Deflections mm 41 16 -1 L/defl 414 1065 -4306 F l a M+ w1 38.59527 17.0 1.0 -0.0667 0.0167 1.05 1.78 82.0 P1 0 17.0 1.5 -0.0667 0.0167 1.05 1.78 0.0 w2 38.59527 17.0 1.0 -0.0500 -0.0500 0.80 1.78 82.0 P2 0 17.0 1.5 -0.0500 -0.0500 0.80 1.78 0.0 w3 6.81093 3.0 1.0 0.0167 -0.0667 0.06 0.06 2.6 P3 0 3.0 1.5 0.0167 -0.0667 0.06 0.06 0.0 Bending Mmts w1 0 59.1 -45.9 -13.2 19.5 9.8 0 P1 0 0.0 0.0 0.0 0.0 0.0 0 w2 0 -13.2 -26.4 39.6 -58.5 -29.3 0 P2 0 0.0 0.0 0.0 0.0 0.0 0 w3 0 0.1 0.1 -0.2 -0.4 2.3 0 P3 0 0.0 0.0 0.0 0.0 0.0 0 Reactions UB UC M-A M+AB M-B M+BC M-C M+CD M-D RA RB RC RD VAB VBA VBC VCB VCD VDC defl AB defl BC defl CD QB QC UB UC M-A M+AB M-B M+BC M-C M+CD M-D RA RB RC RD
description
design
Transcript of 3 SPAN BEAM
04/18/2023
THREE SPAN BEAM - SIMPLE Job No. 84919
Beam B5
P1 P2
w1
w2 w3
FLAG 17
Beam 360UB51
A B C D
k1 1.00
SPAN 1 SPAN 2 SPAN 3 k2 0.18
x 2.00
Length L 17.0 17.0 3.0 m 1.00 y 1.18
base span 1.00 H 0.59
Loads
load (kPa) (kN/m) load width (m) 6
LL 0.18 1.05
DL 0.12 0.72
Self wt 0.50 Beam (kg/m) 51.0
Total 2.27 I (mm4) 1.42E+08
E = 2.00E+05 N/mm2
UDL w 2.27 2.27 2.27 kN/m
Point P 0 0 0 kN
(central)
Bending Mmts
kNm 0.0 45.9 -72.2 26.2 -39.4 -17.2 0.0
Reactions
kN 15.1 44.8 33.9 -9.7
Shear Forces
kN -15.1 23.5 -21.2 17.4 -16.5 -9.7
Deflections
mm 41 16 -1
L/defl 414 1065 -4306
F l a M+
w1 38.59527 17.0 1.0 -0.0667 0.0167 1.05 1.78 82.0
P1 0 17.0 1.5 -0.0667 0.0167 1.05 1.78 0.0
w2 38.59527 17.0 1.0 -0.0500 -0.0500 0.80 1.78 82.0
P2 0 17.0 1.5 -0.0500 -0.0500 0.80 1.78 0.0
w3 6.81093 3.0 1.0 0.0167 -0.0667 0.06 0.06 2.6
P3 0 3.0 1.5 0.0167 -0.0667 0.06 0.06 0.0
Bending Mmts
w1 0 59.1 -45.9 -13.2 19.5 9.8 0
P1 0 0.0 0.0 0.0 0.0 0.0 0
w2 0 -13.2 -26.4 39.6 -58.5 -29.3 0
P2 0 0.0 0.0 0.0 0.0 0.0 0
w3 0 0.1 0.1 -0.2 -0.4 2.3 0
P3 0 0.0 0.0 0.0 0.0 0.0 0
Reactions
UB
UC
M-A M+AB M-B M+BC M-C M+CD M-D
RA RB RC RD
VAB VBA VBC VCB VCD VDC
defl AB defl BC defl CD
QB QC UB UC
M-A M+AB M-B M+BC M-C M+CD M-D
RA RB RC RD
04/18/2023
w1 16.6 25.8 -10.3 6.5
P1 0.0 0.0 0.0 0.0
w2 -1.6 19.0 40.7 -19.5
P2 0.0 0.0 0.0 0.0
w3 0.0 0.0 3.6 3.3
P3 0.0 0.0 0.0 0.0
Shear Forces
w1 -16.6 22.0 -3.8 -3.8 6.5 6.5
P1 0.0 0.0 0.0 0.0 0.0 0.0
w2 1.6 1.6 -17.4 21.2 -19.5 -19.5
P2 0.0 0.0 0.0 0.0 0.0 0.0
w3 0.0 0.0 0.0 0.0 -3.5 3.3
P3 0.0 0.0 0.0 0.0 0.0 0.0
VAB VBA VBC VCB VCD VDC
04/18/2023
S I
FLAG Steel (x10^6mm4) kg/m kNm kN
1 150UB14 6.66 14 29.3 130
2 150UB18 9.05 18 38.9 135
3 180UB16 10.6 16 39.8 151
4 180UB18 12.1 18 45.2 154
5 180UB22 15.3 22 51.8 161
6 200UB18 15.8 18 56.2 174
7 200UB22 21 22 65.3 186
8 200UB25 23.6 25 74.6 204
9 200UB30 29.1 30 90 214
10 250UB25 35.4 25 92 225
11 250UB31 44.5 31 114 265
12 250UB37 55.7 37 134 283
13 310UB32 63.2 32 140 283
14 310UB40 86.4 40 182 320
15 310UB46 100 46 197 356
16 360UB45 121 45 222 420
17 360UB51 142 51 242 449
18 360UB57 161 57 273 496
19 410UB54 188 54 304 529
20 410UB60 216 60 324 548
21 460UB67 296 67 399 667
22 460UB75 335 75 449 719
23 460UB82 372 82 496 788
24 530UB82 477 82 558 876
25 530UB92 554 92 640 939
26 610UB101 761 101 782 1100
27 610UB113 875 113 829 1100
28 610UB125 986 125 927 1180
29
30 310UC97 223 97
f Msx f Vvx
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