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Px :(3L – x) 6EI PL Px PL? (3L² - 4x) osxs 48EI 3EI 2EI Phx Px2 (L² - -) 6LEI (3a - x) 0sxsa 6EI Pa Pb [L Pa (3L - a) Og = 6EI 6LEI (x-a)' + (L-) 2EI Pa (3x – a) asxsL 6EI as

Px :(3L – x) 6EI PL Px PL? (3L² - 4x) osxs 48EI 3EI 2EI Phx Px2 (L² - -) 6LEI (3a - x) 0sxsa 6EI Pa Pb [L Pa (3L - a) Og = 6EI 6LEI (x-a)' + (L-) 2EI Pa (3x – a) asxsL 6EI as

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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please solve using MOMENT AREA METHOD

O Pab 2l -b) PL 3EI PL? Og = 2EI PL PL? 16EI Px2 (3L² – 4x*) 0 sxs 48EI 48EI 6E 3L – x) Ph(L - 9/3LEI Phx (L -x - b) OSxsa Px2 GLEI -(21 - a) Pab 6L EI E (3a - x) 0Sxsa B 6EI Pa? dn =AE (3L - a) Og =- Pa Pb (L. at xV Pah 6EI 2EI (21 -b) 6LEI Pa? (3x- a) a SXSL 6EI Ph (31-46) if a >b SaerT 48EI Swl (L'- 21.x +x') Smar 384EI - - AEI 24EI -(6L – 4Lx+x²) OB = 6EI 24EI SEI 2L Ela - 21)² + 2a(a - 21.)x + Lx daer (S2 - 121b+ 84y 241. EI (SL - 121b + 8A) 384EI (a - 2L) Wo OSxsa 241. EI if a zb ME(6a - 4ax+x) 0sxs a 24EI Woa 24ET AL - a) Og =- (-L+x)(a - 4Lx + 2x) Santer KET (3L - 2a) if asb 34LET (21. -a") (31 - 2a) if a sb 24L. EI 6EI 24L. EI 96EI Wpa" 24E (4x - a) asxsL da 0.006 522 " El 360EI (7L* – 102x² + 3x*) at x- 0.51931 360LEI Sio "L Sar-0.006 510 EI 45 EI woL A 120L ET (10L' – 10L²X+5Lx² – x³) | ôp = 24EI 30EI at xA Max (L-x) 6LEI E19 va Mol 9/3EI 6EI MoL Mox? Saner MoL Og = EI 16EI 3EI Mo 2EI 2EI
Transcribed Image Text:O Pab 2l -b) PL 3EI PL? Og = 2EI PL PL? 16EI Px2 (3L² – 4x*) 0 sxs 48EI 48EI 6E 3L – x) Ph(L - 9/3LEI Phx (L -x - b) OSxsa Px2 GLEI -(21 - a) Pab 6L EI E (3a - x) 0Sxsa B 6EI Pa? dn =AE (3L - a) Og =- Pa Pb (L. at xV Pah 6EI 2EI (21 -b) 6LEI Pa? (3x- a) a SXSL 6EI Ph (31-46) if a >b SaerT 48EI Swl (L'- 21.x +x') Smar 384EI - - AEI 24EI -(6L – 4Lx+x²) OB = 6EI 24EI SEI 2L Ela - 21)² + 2a(a - 21.)x + Lx daer (S2 - 121b+ 84y 241. EI (SL - 121b + 8A) 384EI (a - 2L) Wo OSxsa 241. EI if a zb ME(6a - 4ax+x) 0sxs a 24EI Woa 24ET AL - a) Og =- (-L+x)(a - 4Lx + 2x) Santer KET (3L - 2a) if asb 34LET (21. -a") (31 - 2a) if a sb 24L. EI 6EI 24L. EI 96EI Wpa" 24E (4x - a) asxsL da 0.006 522 " El 360EI (7L* – 102x² + 3x*) at x- 0.51931 360LEI Sio "L Sar-0.006 510 EI 45 EI woL A 120L ET (10L' – 10L²X+5Lx² – x³) | ôp = 24EI 30EI at xA Max (L-x) 6LEI E19 va Mol 9/3EI 6EI MoL Mox? Saner MoL Og = EI 16EI 3EI Mo 2EI 2EI
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