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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