Robot Structural Analysis Professional 2023
Author:
Address:
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Timber Column_3
Timber Beam_4
Timber Column_5
Timber Beam_7
Timber Beam_10
Timber Beam_13
Timber Column_14
Timber Column_15
Timber Beam_16
Timber Beam_17
Timber Beam_18
Timber Column_28
Timber Column_29
Date : 13/02/23
Section
TMBR 6x6
LMBR 4x8
TMBR 6x6
LMBR 2x8
LMBR 2x8
LMBR 2x8
TMBR 6x6
TMBR 6x6
LMBR 4x8
TMBR 6x8
TMBR 6x8
TMBR 6x6
TMBR 6x6
File: Timber
Frame Parking Shed Design
Material
DOUGLAS FIR-LARCH WCLIB DenseSelectStructural BS 5+
DOUGLAS FIR-LARCH SelectStructural 2+
DOUGLAS FIR-LARCH WCLIB DenseSelectStructural BS 5+
DOUGLAS FIR-LARCH SelectStructural 2+
DOUGLAS FIR-LARCH SelectStructural 2+
DOUGLAS FIR-LARCH SelectStructural 2+
DOUGLAS FIR-LARCH WCLIB DenseSelectStructural BS 5+
DOUGLAS FIR-LARCH WCLIB DenseSelectStructural BS 5+
DOUGLAS FIR-LARCH SelectStructural 2+
DOUGLAS FIR-LARCH WCLIB DenseSelectStructural BS 5+
DOUGLAS FIR-LARCH WCLIB DenseSelectStructural BS 5+
DOUGLAS FIR-LARCH WCLIB DenseSelectStructural BS 5+
DOUGLAS FIR-LARCH WCLIB DenseSelectStructural BS 5+
Page : 1
Lay
29.45
27.30
20.73
27.30
27.30
27.30
20.73
29.45
27.30
35.20
35.20
20.73
20.73
Laz
29.45
56.55
20.73
131.94
131.94
131.94
20.73
29.45
56.55
48.00
48.00
20.73
20.73
Ratio
0.43
0.16
0.27
0.62
0.36
0.34
0.22
0.44
0.16
0.88
0.44
0.21
0.21
Case
Case
(vy)
10 ULS /9/
10 ULS /20/
10 ULS /2/
10 ULS /2/
5 Wind X+ 176 ft/s (f =1.00) Simulation
5 Wind X+ 176 ft/s (f =1.00) Simulation
10 ULS /2/
10 ULS /9/
10 ULS /20/
10 ULS /25/
10 ULS /2/
10 ULS /2/
10 ULS /2/
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