b=8h = 10⁰lx = 666 inly=426 in21'-0"0.821. Given the allowable stress table for wood timbers provided with the list of formulas,consider the following for a 8" by 10" # 1 Hem-Fir column.b. If the column is detailed with intermediate bracing so that Lx = 28-0° and Ly=21¹-0", whatis the maximum allowable axial load on the column?Answer:a.If the column is laterally braced about both the X and Y axes at the top and bottom, whatis the maximum allowable length under an axial load (P) of 50,000#?Answer: Blenderness Ratio: Lid"12CL14CLDI45Allowable Compression Stress (Fe) in psifor sanSmber columnsHom-FirStructural Light Framing400,00064541206258158128071,500,0001,0502541,0501,0021.0201,0179956979101$40915000852813789720Dor347312200261200255243232222213204195187091LORMV70677619/750733715693800641610575433437410590983343324307201210203200235227217207DAL1901429/1166Past and Timber833827820811800787772754734710683boz6175775354974044334033513583373183312352702562447322212112011931641771:091621561,100,00037530.3374373372371370380Structural Light Framing 22 through 4x4Post and Timber: 55' and larger, with less than 2"greater than thickness se tebi, x)Table C-36Allowable StressFor Compression Members of 36-ksi Specified Yield Stress Steelwheng pp23 2022日 9段XN 我公猪猪网 58RXR努尔湖北华55666 6666 5588 88888 22222 ***2291 252 28888 888 39588 82853 5883 325***41 19.11 8142 19.09 82"10.95 2see Appendix B5Note: C₂ - 12.14519 79FREZE EERSware***** 5223 8 58838 858825338 8888 5583332134 32329 28888 59858 8588218.70388288852211111216.12 11316.01 11415.3011515.24Tovewww14.57**** ***** ****SER SEINS 9882811.341.8111.5415.79 11615.89 11715.58 11815.47 11915.30 120 10.2518710.7110.57M62111.40 15211.2611.1310.99***** ***** *288919699110.43 159160288526832172*1889 83332"When element with-to-thickness ratio exceeds noncompact section limits of Sect. 854

b = 8 in h = 10 in Ix = 666 in4 Iy = 426 in4

h = 10⁰ -xx=666 in ly=426 in 21'-0" 28-0 L=? 1. Given the allowable stress table for wood timbers provided with the list of formulas, consider the following for a 8" by 10" # 1 Hem-Fir column. b. If the column is detailed with intermediate bracing so that Lx=28-0" and Ly=21-0", what is the maximum allowable axial load on Answer: a. If the column is laterally braced about both the X and Y axes at the top and bottom, what is the maximum allowable length under an axial load (P) of 50,000? Answer:

h = 10⁰ -xx=666 in ly=426 in 21'-0" 28-0 L=? 1. Given the allowable stress table for wood timbers provided with the list of formulas, consider the following for a 8" by 10" # 1 Hem-Fir column. b. If the column is detailed with intermediate bracing so that Lx=28-0" and Ly=21-0", what is the maximum allowable axial load on Answer: a. If the column is laterally braced about both the X and Y axes at the top and bottom, what is the maximum allowable length under an axial load (P) of 50,000? Answer:

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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