Problems 8.2.EH Select square column sections of Douglas fir-larch, No. 1grade, for the following data:Required Axial Load(kips)Unbraced Length(ft)E208.F50125020H.10016WOOD COLUMNS282291 X 9114 X 1412 X 12OL X18 202224 26 28Unbraced Length (Feet) 101020Axial Compression Capacity (Kips)TABLE 6.1Safe Service Loads for Douglas Fir-Larch No. 1 Wood Columns, ASD Method"Column SectionUnbraced Length (ft)NominalSizeArea(in.2)10121416182224262.634.147.2811415.124.833.943.051.565.379.012.2519.2511.117.422.93.505.514x44.947.7610.220.928.54 x 64x 825.3757.266,467.179.7813.423.129.36.5389110.78.7113.418.323.16x 630.2527.616911.915.014.618.532.341.049.667.081 295.323.137.647.641.256x86 x 108x 88 x 108 x 1210 x 1010 x 1210 x 1412x 1214 x14EDMI NOTE 5 PRO36.148.161.073.8$3.0100T1852.2529 238.048.P58.273.627.434.719.724916921.426.014.618 422.343.555.156.2554.068.482.871.2542.035.430.286.2566 740 435.5$2.964.075 146.456.165.986.913920060.079.095.690.2588.485.948.942.989.110511772.6$5.3104107126109.2557.578.312919050.4112122172230128.2512270.210415621695.6128178125176132.25130163148119182.25180208179236234226238I DUAL CAMERA or solid-sawn sections of No 1 rade Douglas fir larch with no adjustment for moisture er load duration conditions121601401200920409X96.12

Solution: In order to solve the problem, we do not need to use any formula rather we would use an…

Answered: 8.2. Select square column sections of…

8.2. Select square column sections of Douglas fir-larch, No. 1 rade, for the following data: Required Axial Load (kips) Unbraced Length (ft) 20 8 50 12 50 20 100 16 EFCH

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

Problems 8.2.EH Select square column sections of Douglas fir-larch, No. 1
grade, for the following data:
Required Axial Load
(kips)
Unbraced Length
(ft)
E
20
8.
F
50
12
50
20
H.
100
16
WOOD COLUMNS
28
22
91 X 91
14 X 14
12 X 12
OL X
18 20
22
24 26 28
Unbraced Length (Feet)

10
10
20
Axial Compression Capacity (Kips)
TABLE 6.1
Safe Service Loads for Douglas Fir-Larch No. 1 Wood Columns, ASD Method"
Column Section
Unbraced Length (ft)
Nominal
Size
Area
(in.2)
10
12
14
16
18
22
24
26
2.63
4.14
7.28
114
15.1
24.8
33.9
43.0
51.5
65.3
79.0
12.25
19.25
11.1
17.4
22.9
3.50
5.51
4x4
4.94
7.76
10.2
20.9
28.5
4 x 6
4x 8
25.375
7.26
6,46
7.17
9.78
13.4
23.1
29.3
6.53
891
10.7
8.71
13.4
18.3
23.1
6x 6
30.25
27.6
169
11.9
15.0
14.6
18.5
32.3
41.0
49.6
67.0
81 2
95.3
23.1
37.6
47.6
41.25
6x8
6 x 10
8x 8
8 x 10
8 x 12
10 x 10
10 x 12
10 x 14
12x 12
14 x14
EDMI NOTE 5 PRO
36.1
48.1
61.0
73.8
$3.0
100
T18
52.25
29 2
38.0
48.P
58.2
73.6
27.4
34.7
19.7
249
169
21.4
26.0
14.6
18 4
22.3
43.5
55.1
56.25
54.0
68.4
82.8
71.25
42.0
35.4
30.2
86.25
66 7
40 4
35.5
$2.9
64.0
75 1
46.4
56.1
65.9
86.9
139
200
60.0
79.0
95.6
90.25
88.4
85.9
48.9
42.9
89.1
105
117
72.6
$5.3
104
107
126
109.25
57.5
78.3
129
190
50.4
112
122
172
230
128.25
122
70.2
104
156
216
95.6
128
178
125
176
132.25
130
163
148
119
182.25
180
208
179
236
234
226
238
I DUAL CAMERA or solid-sawn sections of No 1 rade Douglas fir larch with no adjustment for moisture er load duration conditions
12
160
140
120
09
20
40
9X9
6.
12

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