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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
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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b=8 h = 10⁰ lx = 666 in ly=426 in 21'-0" 0.82 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=21¹-0", what is 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, what is the maximum allowable length under an axial load (P) of 50,000#? Answer:
Transcribed Image Text:b=8 h = 10⁰ lx = 666 in ly=426 in 21'-0" 0.82 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=21¹-0", what is 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, what is the maximum allowable length under an axial load (P) of 50,000#? Answer:
Blenderness Ratio: Lid " 12 CL 14 CL DI 45 Allowable Compression Stress (Fe) in psifor san Smber columns Hom-Fir Structural Light Framing 400,000 645 4120 625 815 812 807 1,500,000 1,050 254 1,050 1,002 1.020 1,017 9956 979 101 $40 915 000 852 813 789 720 Dor 347 312 200 261 200 255 243 232 222 213 204 195 187 091 LOR MV 706 776 19/ 750 733 715 693 800 641 610 575 433 437 410 590 983 343 324 307 201 210 203 200 235 227 217 207 DAL 190 142 9/1 166 Past and Timber 833 827 820 811 800 787 772 754 734 710 683 boz 617 577 535 497 404 433 403 351 358 337 318 331 235 270 256 244 732 221 211 201 193 164 177 1:09 162 156 1,100,000 375 30.3 374 373 372 371 370 380 Structural Light Framing 22 through 4x4 Post and Timber: 55' and larger, with less than 2" greater than thickness se tebi, x) Table C-36 Allowable Stress For Compression Members of 36-ksi Specified Yield Stress Steel wheng 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 81 42 19.09 82 " 10.95 2 see Appendix B5 Note: C₂ - 12.1 45 19 79 FREZE EERS ware ***** 5223 8 58838 85882 5338 8888 5583332134 32329 28 888 59858 85882 18.70 3882888522 111 112 16.12 113 16.01 114 15.30 115 15.24 Tove www 14.57 **** ***** **** SER SEINS 98828 11.34 1.81 11.54 15.79 116 15.89 117 15.58 118 15.47 119 15.30 120 10.25 187 10.71 10.57 M 621 11.40 152 11.26 11.13 10.99 ***** ***** *2889 196 991 10.43 159 160 28852 6832 172 *1889 83332 "When element with-to-thickness ratio exceeds noncompact section limits of Sect. 85 4
Transcribed Image Text:Blenderness Ratio: Lid " 12 CL 14 CL DI 45 Allowable Compression Stress (Fe) in psifor san Smber columns Hom-Fir Structural Light Framing 400,000 645 4120 625 815 812 807 1,500,000 1,050 254 1,050 1,002 1.020 1,017 9956 979 101 $40 915 000 852 813 789 720 Dor 347 312 200 261 200 255 243 232 222 213 204 195 187 091 LOR MV 706 776 19/ 750 733 715 693 800 641 610 575 433 437 410 590 983 343 324 307 201 210 203 200 235 227 217 207 DAL 190 142 9/1 166 Past and Timber 833 827 820 811 800 787 772 754 734 710 683 boz 617 577 535 497 404 433 403 351 358 337 318 331 235 270 256 244 732 221 211 201 193 164 177 1:09 162 156 1,100,000 375 30.3 374 373 372 371 370 380 Structural Light Framing 22 through 4x4 Post and Timber: 55' and larger, with less than 2" greater than thickness se tebi, x) Table C-36 Allowable Stress For Compression Members of 36-ksi Specified Yield Stress Steel wheng 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 81 42 19.09 82 " 10.95 2 see Appendix B5 Note: C₂ - 12.1 45 19 79 FREZE EERS ware ***** 5223 8 58838 85882 5338 8888 5583332134 32329 28 888 59858 85882 18.70 3882888522 111 112 16.12 113 16.01 114 15.30 115 15.24 Tove www 14.57 **** ***** **** SER SEINS 98828 11.34 1.81 11.54 15.79 116 15.89 117 15.58 118 15.47 119 15.30 120 10.25 187 10.71 10.57 M 621 11.40 152 11.26 11.13 10.99 ***** ***** *2889 196 991 10.43 159 160 28852 6832 172 *1889 83332 "When element with-to-thickness ratio exceeds noncompact section limits of Sect. 85 4
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